construction documentation report, new capping system for

CONSTRUCTION DOCUMENTATION REPORT

NEW CAPPING SYSTEM FOR C E L L NO. 1

CEBA-GEIGY INDUSTRIAL WASTE LANDFILL

VOLUME i n

Prepared for:

CIBA-GEIGY CORPORATION RT. 37 W

TOMS RIVER, NEW J E R S E Y

Prepared by:

E C K E N F E L D E R INC.® 1200 MacArthur Boulevard

Mahwah, NJ 07430

AUGUST 1994

9117.06

APPENDIX D

DAILY OBSERVATION REPORTS

I I*

EQUIPMENT

ft

ERSONNEL;

EQUIPMENT & PERSONNEL CHECKLIST FOR

CIBA-GEIGY CORPORATION - C E L L NO. / Toms River, New Jersey

Materials Removal and Transfer

Date: Observer . _ I A ' < ^ { S \<f- V>g

HOURS WORKING

STAND BY/ DOWNTIME

POSITION/NAME/COMPANY HOURS STAND BY/ WORKING DOWNTIME

Ml S

jvkk REMARKS

REMARKS

lygiu/nELDRrrJU'Nnft/i/u

i

Date:

Site Visitors

4/5-/94

NARRATIVE FOR

CIBA-GEIGY CORPORATION - CELL NO. | Toms River, New Jersey


Observer: ~y j ^ f r H £ S en A

Remarks: (Daily Progress, Work Location, etc)

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EQUIPMENT & PERSONNEL CHECKLIST FOR

CIBA-GEIGY CORPORATION - C E L L NO. / Toms River, New Jersey


Date: Observer:

4/U94 .

HOURS WORKING

STAND BY/ DOWNTIME REMARKS • >ERSONNEL;

OSITION/NAME/COMPANY

- Joe ^lonCS

HOURS STAND BY/ WORKING DOWNTIME

f I

REMARKS

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I

w Date:

NARRATIVE FOR

CEBA-GEIGY CORPORATION - C E L L NO. | Toms River, New Jersey


4 ^ 9 4 - Observer: , j / M ^ ^ ! ^

Sice Visitors:

Remarks: (Daily Progress, Work Location, etc.)

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CBA 0 0 5 0 8 2 3

I EQUIPMENT & PERSONNEL CHECKLIST

FOR CIBA-GEIGY CORPORATION - C E L L NO. /

Toms River, New Jersey


Date: Observer

HOURS STAND BY/ EQUIPMENT WORKING DOWNTIME REMARKS

f f ERSONNEL;

HOURS STAND BY/ POSITION/NAME/COMPANY WORKING DOWNTIME REMARKS

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005 0 8 2 4

I

Date:

NARRATIVE FOR

CIBA-GEIGY CORPORATION - C E L L NO. | Toms River, New Jersey


Observer: \ j { X M e S 11 A

Site Visitors:

Remarks: (Daily Progress, Work Location, etc)

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I EQUIPMENT & PERSONNEL CHECKLIST

F O R CIBA-GEIGY CORPORATION - C E L L NO. /



Date: Observer

4/0/94-

EQUIFMENT HOURS WORKING

STAND BY/ DOWNTIME REMARKS

I*

JERSONNEL:

POSITION/NAME/COMPANY HOURS STAND BY/ WORKING DOWNTIME REMARKS

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1 C B A O0 5 0 S 2 o

R E M A R K S :

DAILY FIELD REPORT FOR

C I B A - G E I G Y C O R P O R A T I O N - C E L L NO. 1 Toms River, New Jersey

Date: 4(<B(?f

4W(/Vi~ • .^rtW/i&JC s//r y^c<^ -S*Y * /

V- \Y\-L.7.dL(f.'i Cd^-f^.t^x Sur\se<s,>*^ ,/"> n \ \ •] / /

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CONSTRUCTION OBSERVATION:

PROBLEMS / RESOLUTIONS:

COPY TO:

Q^Dl 17F1ELDWT.XLS/HAC/4/MH

OBSEVER: PAGE / of 7.

»

Date: ^-(1-14 DAILY F I E L D REPORT

FOR CD3A-GEIGY CORPORATION - CELL NO. 1


ITEMS WORKED ON

A. Stripping of Existing Soil B. Grading Subbase C. Bento-Fix Installation D. PVC Installation (Secondary) E. Geocomposite Installation F. PVC Installation (Primary) G. Sand Placement H . Geotextile Installation

I . Subsoil Placement

J. Topsoil Placement K. Survey Work, L. Access Roads M. Mechanical Installation N. Seed &Fertilization O. Erosion & Sediment Control P. Other CeLi*?* G>t Q. Other. R. Other

?g./v>w/o<r--,

EQUIPMENT

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2 . fiftriU. T > U K O >

HOURS WORKING


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W E A T H E R ;

COPY TO: I fl7o"t<-H * P i o ^ / w / / e l S

<JJW 17FIELDRFTJCLS/HACM/6/V4

Date: -f-//-?>f-

DAILY F I E L D REPORT FOR

C I B A - G E I G Y CORPORATION - C E L L NO. 1 Toms River, New Jersey

REMARKS:

CONSTRUCTION PROGRESS;


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qi/BinriELDRPTJUS/HACM/B/M

2BA 005 082

Date: H'lh'i^


CIBA-GEIGY CORPORATION - C E L L NO. 1 Toms River, New Jersey

REMARKS;

KEY CONVERSATIONS and DISCUSSIONS:

- 4 - /

OTHER:

/ 2 - / 2 : - S Q 2-i>^>r /-i

COPY TO: / ft7u-tCH, / ^ I ^ ^ A / i / ^ ^ O B S E V E R : / ^ ^ ?AGE 3 of 3

q^Ql 17nELDRPTJCLS/HACM/»V4

CBA 005 OSr-'.'O

Date: ^ - / Z - ' y ^


CEBA-GEIGY CORPORATION - CELL NO. 1 Toms River, New Jersey

ITEMS WORKED ON

X A. Stripping of Existing Soil B. Grading Subbase C. Bento-Fix Installation D. PVC Installation (Secondary) E. Geocomposite Installation F. PVC Installation (Primary) G. Sand Placement H . Geotextile Installation


J. Topsoil Placement K. Survey Work

X L. Access Roads X M . Mechanical Installation

N . Seed &Fertilization O. Erosion & Sediment Control

X P. Other G?gA fiw,o 6) ^ e r L ( _ y I X Q. Other S/y/Mt, B A ^ S

R. Other

EQUIPMENT

b L H tc*£)

2. HAUL, -he^r.ics

CA-4- C/Z C.

±1±£

HOURS WORKING


WEATHER:

COPY TO: OBSEVER

<JiVl nriELDRPTJOS/HACM/8/M

.... PAGE j of B

Date:


CEBA-GEIGY CORPORATION - C E L L NO. 1 Toms River, New Jersey

R E M A R K S :



PROBLEMS / RESOLUTIONS;

COPY TO: £ Ifho-hrn. i^u-^p / W , ^ OBSEVER: / ^ ^ K / ^ ^ ^ - f A G E £ of g.

4^BinFIELDRPTJCLS/HAC/4/S«M

CBA 005 0 8 3 2

Date:



REMARKS;

KEY CONVERSATIONS and DISCUSSIONS: * X S e r u A J ( F L O U Z . L ^ / ^ E L S . ^ £ £ <^n<3<~. C o ^ A r - t s c n - t - fees i - o c - {Z. /c O- r o f ; C

OTHER:

COPY TO: I A? P L 0 , J , I ^tW/g<.5 OBSEVER: / ^ ^ ^ y ^ c ^ - ^ ^ JPAGE ^ of .g>

q^BirrFIELDRPTJCLS/HACM/OM

CBA 005 0 8 3 3

Date: "i'lS-f^



ITEMS WORKED ON

X A. Stripping of Existing Soil K B. Grading Subbase

C. Bento-Fix Installation D. FVC Installation (Secondary) E. Geocomposite Installation F. PVC Installation (Primary) G. Sand Placement H . Geotextile Installation


J. Topsoil Placement K Survey Work L. Access Roads M . Mechanical Installation N . Seed &Fertilization O. Erosion & Sediment Control P. Other Q. Other R. Other

EQUIPMENT

P

0 3 ? P

HOURS WORKING

3

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WEATHERt AM. • C0Lt> • i Z K i N • FCC,- C L C U S 7 - Id . WJ/M E>S

COPY TO: P.fav+cH . Ftouti. AAA^Z-S OBSEVER: / i i F f C A PAGE of 3

q-Jti nFIBLDRPT.XLS/HACW6/SM

Date: / ? - c

f 4


CD3A-GEIGY CORPORATION - C E L L NO. 1 Toms River, New Jersey

REMARKS:

CONSTRUCTION PROGRESS:

CONSTRUCTION OBSERVATION: - t>.W S> d / 5 C -fro P AP?n_^* o-f J-^es+ti

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PROBLEMS / RESOLUTIONS: ' — A/flMc —

Date: j ' / 3 ' i ^



REMARKS:


P l & - ^ r j ^ £ . L . A , ' , C A i Z i P - b h ^ C C e * > l ~ , \ l « S 0 V u h h jc a ^ l C v / / 4 - I C , P

OTHER:

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D a t e : _ _ _ _ _ _ _ _


CIBA-GEIGY CORPORATION - CELL NO. 1 Toms River, New Jersey

I T E M S W O R K E D ON



J. Topsoil Placement K. Survey Work L. Access Roads M . Mechanical Installation N . Seed &Fertilization O. Erosion & Sediment Control P. Other Q. Other_ R. Other

EQUIPMENT

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WEATHER;

COPY T O : _ _ _ _ _ _ _ _ £

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CBA 005 0337

Date: + - / 4 " ' 7 ?



R E M A R K S :


CONSTRUCTION OBSERVATION: • E > 3 ? f A f r S ' S - t g j S , C / b ^ - ^A> & - f c t - i P p . r u ^ " t o p c " - t c > e s o < < - - t o & * ~ P o S E S o g a A S e

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Date: 4-14-7 4



REMARKS;

K E Y CONVERSATIONS and DISCUSSIONS: Uv«uK. fPl-L. a 2 f h<S<LuSS<T0 ^- f^-epcS^ L

OTHER: -^/v-b ff^iS>» -Vfl_r ^fiui-c i- ^ Pc/z. >^*y,>o& n>i*-4-£,Z-, K L.

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COPY TO: J _ _ _ _ _ _ . PAGE 5 of 3

qjeinFIELDRPTJCLS/HAC/4/6/W CBA 005 0839

D a t e : _ J _ _ _ _ _



ITEMS WORKED ON



_ X _

J. Topsoil Placement K. Survey Work L. Access Roads M . Mechanical Installation N . Seed &Fertilization O. Erosion & Sediment Control P. Other f^ePAf^- Pe^)>*£Zlc,Z- F<E>c£ Q. Other c-./„-4-L c~f B . ^ ^ s / i £ R. Other

EQUIPMENT HOURS WORKING


WEATHER:

COPY TO: P.WotCH , ELCU&. t>fifi"eLS

<tm nFIELDBITJCLS/HACWWW

OBSEVER: H<£#fUg/l. f\ fort/Lltf

PAGE / of 3

Date: -?-/5~- 7^



R E M A R K S :

CONSTRUCTION PROGRESS; S'K/ <>~^~'sO d, •LoPSC'i. Ct.*J ~b/nJ ^;£h>

• •Puft ' fe-fc/t/M. c-ueA. ( L C L L Z. i k . e r n ^ i . r f A

CONSTRUCTION OBSERVATION: '

- L ^ - n s c i g c t t . ~ - ( H - e , \ Z A t v h A f r & S , fc^ <C, p s. y / o - e l err? tC A • V ^ , 0 ^

PROBLEMS / RESOLUTIONS: - /Vr-.A/ g -

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CBA 005 0 8 4 :

Date: 'l-'S-lj



REMARKS;

K E Y CONVERSATIONS and DISCUSSIONS:

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OTHER:

D a t e : _ _ _ _ _



ITEMS WORKED ON

A. Stripping of Existing Soil B. Grading Subbase C. Bento-Fix Installation D. PVC Installation (Secondary) E. Geocomposite Installation F. PVC Installation (Primary) G. Sand Placement H. Geotextile Installation I . Subsoil Placement


5"

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STAND BY/ DOWNTIME

J. Topsoil Placement X K. Survey Work

L. Access Roads M . Mechanical Installation N . Seed &Fertilization O. Erosion & Sediment Control

A P. Othert^D.vc,^ Csc^3 Q. Other R. Other

REMARKS

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W E A T H E R :

COPY TO: ?.f) l ,dd4 , PL U Q/L frwel-S OBSEVER: _ _ f i

Q-m 1TFIBLORPTJCLS/HACM/6A4

PAGE ? of J?

Date: A-lB-^H-



R E M A R K S :

CONSTRUCTION PROGRESS; •So8»6AS£ G,aAbeC> /kPpAc-< '/Z -U, V A

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D a t e : j f 1 _ _ _ _ _ _ _



REMARKS:


/ * ? ^ L L K N -to £>e t/C/ra A Fu-t-.^a.- -he*.-/*j f^«u>,^ C p n ^ i -be C £ L L « Z

OTHER:

COPY TO: f . f f l t j j c r i . Vi.no/L \ A K H £ L < > OBSEVER:

/U AGE S of i

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CBA 005 0 8 4 5

Date:_±71^£ DAILY FIELD REPORT

FOR CIBA-GEIGY CORPORATION - C E L L NO. 1



A. Stripping of Existing Soil y( B. Grading Subbase

C. Bento-Fix Installation D. PVC Installation (Secondary) E. Geocomposite Installation F. PVC Installation (Primary) G. Sand Placement H. Geotextile Installation


J. Topsoil Placement K. Survey Work L. Access Roads M . Mechanical Installation N . Seed &Fertilization O. Erosion & Sediment Control P. Other biC,C,ito(r, HOC ~)fz.erjcri Q. Other L , ^ si. T C U T M G F E E

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EQUIPMENT

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OBSEVER: PAGE of

C B A 0 O 5 0846

Date: ' f - / ? - ? 4



R E M A R K S :


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Date: 4~f



REMARKS;

KEY CONVERSATIONS and DISCUSSIONS: If. Bs*o^ f o & ^ e ^ i&>y fst&A -{bifr-L p^Pij=r g> > iP^/eJ^. h jc~t

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OTHER:

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CBA 0 0 5 0 8 4 3

I Date: ' \ -2f&' 9 3




A. Stripping of Existing Soil X B. Grading Subbase j<s C. Bento-Fix Installation X~ D. PVC Installation (Secondary)

E. Geocomposite Installation F. PVC Installation (Primary) G. Sand Placement H . Geotextile Installation


JL-


STAND BY/ DOWNTIME

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J. Topsoil Placement K. Survey Work L. Access Roads M . Mechanical Installation N . Seed &Fertilization O. Erosion & Sediment Control P. Other CotA.^Cj /W'Oog TKL^1^ Q. Other . R. Other

REMARKS

W E A T H E R :

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GE of

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Date: ^ - ^ " ^


CD3A-GEIGY CORPORATION - C E L L NO. 1 Toms River, New Jersey

R E M A R K S ;

CONSTRUCTION PROGRESS; - LoArttK>OiSi> Qst^irtc-. SOSAA-SH

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Date: ^ / - V f




/ , A. Stripping of Existing Soil C> B. Grading Subbase X C. Bento-Fix Installation Y D. PVC Installation (Secondary)

E. Geocomposite Installation F. PVC Installation (Primary) G. Sand Placement H. Geotextile Installation I . Subsoil Placement

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EQUIPMENT

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CBA 005 0 8 5 1

Date: ^2^'94 DAILY FIELD REPORT

FOR CEBA-GEIGY CORPORATION - C E L L NO. 1

Toms River, New Jersey REMARKS:


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REMARKS:


• £ e / n o S-f.oc <^/Q.-^i? <3> ^ s u _ ~# -5

CONSTRUCTION OBSERVATION: • ue/kt> A/ob A3?P u±a& he fc,s/»t,c-/ CCL-

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REMARKS;


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CBA 005 0 8 5 4

I Date: '1-7 7




C A. Stripping of Existing Soil C B. Grading Subbase K C. Bento-Fix Installation X D. PVC Installation (Secondary)

E. Geocomposite Installation F. PVC Installation (Primary) G. Sand Placement H. Geotextile Installation I . Subsoil Placement

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PAGE of 3

CBA 005 0 8 5 5

Date: ? 7 -



R E M A R K S ;


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CBA 005 OS56

CEBA-GEIGY CORPORATION - C E L L NO. 1


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Toms River, New Jersey R E M A R K S :


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Toms River, New Jersey REMARKS;

KEY CONVERSATIONS and DISCUSSIONS;

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CIBA-GEIGY CORPORATION - CELL. NO. 1 Toms River, New Jersey

ITEMS WORKED ON

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E. Geocomposite Installation <=- P. PVC Installation (Primary) £- O. Sand Placement

____ H. Geotextile Installation I . Subsoil Placement

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_____ O. Erosion & Sediment Control P. Other Q. Other R. Other


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OTHER:

Date: ^ A r ^ f


CD3A-GEIGY CORPORATION - CELL NO. 1 Toms River, New Jersey

ITEMS WORKED ON

C A. Stripping of Existing Soil r^. B. Grading Subbase

cC^ C. Bento-Fix Installation a~ D. PVC Installation (Secondary)

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W E A T H E R :

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CBA 0 0 5 0 8 9 3

APPENDIX E

GEOSYNTHETICS DATA

I

MANUFACTURER QUALITY CONTROL

I

GEOSYNTHETIC CLAY LINER

V

Mr. John McCann CONTI ENVIRONMENTAL, INC. 3001 South Clinton Avenue South P l a i n f i e l d , NJ 07080

CERTIFICATE OF COMPLIANCE PURCHASE ORDER # 94159-7825

BILL OF LADING # 000376

Dear Mr. McCann:

W * Attached i s the C e r t i f i c a t e of Compliance for BENTOFIX geosynthetic clay l i n e r , shipped December 20, 1993, to Ciba-Geigy.

I f you have any questions, please do not hesit a t e to c a l l .

Very ytrul'y yo/irs,

W. Tracy/Tanner Regional Sales Engineer

WTT/plr Attachment

32 Triangle Park Drive • Suite 3201 • Cincinnati, Ohio 45246 • Phone: 513/771-5656 • 800/346-9107 • Fax: 513/771-4844 525 Reactor Way • Reno, Nevada 89502 • Phone: 702/856-2232 • Fax: 702/856-2234

CBA 005 0 8 9 7

ALBARRIE NAUE LTD. 85 MORROW ROAD

BARRIE, ONTARIO CANADA L4N 3V7 TEL: (705) 737-0551 FAX: (705) 737-5877

PACKING LIST

SHIP TO: CONTI ENVIRONMENTAL, INC. C/O CIBA-GEIGY CELL NO. 1 CAPPING SYSTEM ROUTE 37 WEST TOMS RIVER, NJ 08755 U.S.A.

DATE SHIPPED: DECEMBER £.0 , 1993

CUSTOMER ORDER ft: #4066 JOB #E353-107

CUSTOMER REQ. jf:

A.N. NUMBER: #0609

SHIPPED VIA:

QUANTITY

/M2

BMD• TRANSPORT "PREPAID & ADD"

DESCRIPTION AND SIZE

BENTOFIX MATERIAL

SI2E: 100' x 15'2" @ J-A • ROLLS

GROSS WEIGHT

MARKS: CONTI ENVIRONMENTAL, C/O CIBA-GEIGY TOMS RIVER, NJ

<£0 ROLLS P.O. #4066 JOB #F353-107 MADE IN CANADA TRAILER */flC>$/3.

INC

LBS.

NO. OF CARTONS/ BALES/ROLLS

t&O ROLLS

CO

f 1

I ^ U d " S > 6 - 6 U l b U 6 i I

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} . du coniultoomort du i/anuonour mulilfno, conlermtmont aux dltpotBIOM o< roglomonto <nonc*»l dam loo t v l n ('appdauanl »v tr>n«p6ii p v oou: 6u S.dueoflAoloMmontproKr* p»r lo* Wrtlo, e l j»m«*t ls«, «l»M» ot l ialoinonlj M (»<ip6flt(t oux totvtos do ramlonnigo I ts^lui matthantjlwi ny< VinipofloM par ami«ft; oy 4 du Conniluomooi our la formula por A.C. M«-?S. 4 avrtl 1475, i | lot dltoa nvuvhindtMi t«ni oxp^dMM do It provlna* do Ov<t>oc par co/ninn; $ «*prew*«« pa/ rordartrweo a i n t u t * No. T*45 do la Commiuion Conadlon/to dos Trinspona fo_jiwar« lo W^wor t dot moaaagorloi ol martfiarxfaaa da M t t t l t i doftt lo Itxlo pout otro eWonuourdomando »

KXXM lot ear t t do voyaeovn ol da moaooeortti, oinsl qu i (ous loi dOpMa do marcha/idHoo u lot <ma monhaivllaoa t & t irtftponOoa par un voturlor <M ran, eondrUono tu»)vonot rtxpOdhtur oontort ot q u i Mxvtpit p o v M-mtmoot toaaytn i t dnM.

Roeolvod, lubloc* lo tho ettaain«oilorvs and tafllfo In affocl on IM data of feuuo of Into Original Bit ol Udlna. ot. roCoWod. iub>a lo Iho Rufat (or lha CaMteo o( Cxprata and Non-Ctooad fnbn t Tritftc and larttl! m oHoc« on Ino dajo of IMVO ol Ihla original Shipping Cbntract (bit ot lading), gooto dotcribod bolow. Vi tpparom g6f>d ordor, oxi^pt aa rxXad (contort* and condition* of eonianu ol packagot vriuvrtn). maAod, contlgnod «nd tfostlnod to Indlcaltd bolow. which u l o Company agroot lo carry to l i usual ploco ol dolrvory in u l d oadlnailon, H on (• rood, olhorwteo 10 dolK/or lo arvjfriar carrWr on tho rouit to M<d dtakvttlon. I n nvtwi«y aoraod. at lo oacn eardor ol »1 or any ol t t l d g w J t ovor all or any portion ol n l d muio 10 dostlnaiion, and at lo tach party al any ibno Inttroalod In an or any of u l d oooaa. tfitt tvon/ torvloo lo bo poitormod n*/«vry}or thau bo tubjoct lo aa uu iorm« and condition* (which am horoby mconp«r*i«d by i t t t r tr ict and Mvo in* tamt lori t and tnoct at V in* aan^o wort tovtnyiy, tofy and tp*dnc«"y tot lorth harotnV rappr»wd by tbft Botrd ol Transport CommWIontm lor Canada by Oonoral Ordor No. T-S, daltd February 1 .1M( tol IwUi In tho Canadian Fralghl Claaalflcaiion and a l « avaiaMt ai al Aatwty aotney

t t t t l o n j a n d l n J b M o W e M i ^ n t t q w i t . w r M n a a W M o d t a r t c a r r ^ 2. ol tht bill of ladlnfl o( I M waiar carrlor aa provWod Inn* tarM ol Rvlot and Ragulailont wtten »aW good) am carrlod by a walar carrlor. Of X ot tn* bBI of ladlrZ tot lorth In or praaofood by tr» ralevant itnM*. clataincailon. tiatuoa and roematlona pwtalnlng lo motO' canter* aarvtoot wlttn u l d goodt a/a coniod by a motor ca/nar; or <. oirna bl l ol lading term pr**erfeod by O.C MS-7>. April a. 1970. whontha said good* oriolnattng In Ouaboc ar* 10 bo carrlod by a Motor Camor. & ot approved by Iho Board ol Trtntpott Commteelonor* lor Canada by Otrwra! Ordor Ho. T-O. tot (orvi in In* Ruloo for tha CarrUgt ol Exprta* and Non-Carload f ralgn Traltle and also tvalabla al all txprott

and rt l l rr ly ao*ncy tinpofa and t xp t t t t and frtlgfit owe** upon roquori. whan tald pood* t / t carrlod by a rati tarrWr and wMch art ayood 10 by int tNppor and aootptod lor hWiooif ina hu latlgnt, — — . _ _ E iHcut Cf fOlNT O tX^ tCXTKX P O M Of OAlGW

BARRIE, ONTARIO V O T U R l t n NAME O f CAAAlCA

BMD TRANSPORT R NOOUVOITURltH

OCSTINATAlAC CONSIONEe

CONTI ENVIRONMENTAL, INC. C/O CIBA-GEIGY tXPtCKTtun SHIPPER A1JSARRIE N A P E L T D . 340 Hurpnia R d „ Barrie, Ontario L4M 667

AOACiSe 0U OSSTINATAIRE (NO ET All£) QOHSKMtt* t TBEET AO0REJS ACRESSe KKTAL£ (N£ SEftVANT PAS A LA. UVWJ30N). UA«. AOOWtS (NOT K A PURPOSES Cf OEUVUW)

CELL NO. 1 CAPPING SYSTEM, ROUTE 37 WEST DESTINATION (VIllE) DESTINATION (ClTY • TOWN)

TOMS RIVER 08755 PAOV.OUETAT PAOVflTATS

NJ count COUNTY OF

U . S . A . ITtNCRAIA£ AOVTE MAFOUESOVWACON

CA« INITIAL MO OU WA60H. C*A HO ho OC RCUOAOUt • tTUAFJl NO MO tH CO«lTw<» • OOHTWtA MO.

NOMSRE DE G O U * PlEceWACKACE*

OESKiNATKW IT WAflCUfB 8PECIAIES OE&ftlPTlON OF ARTICLES AN0 SPECUL MARKS

Poeos (9ai< Conociwii) WEIGHT (SitiKj to Ca/nx^yii

TAWf RATE

REOU RECEIVED f A VALOIR SUftie PRIX DO TRANSPORT DE* COU3 0E$ICNE3 AUX PRE«£NT(S. TO APPIY IN PftEPAYUENT Of THE CKAACEt ON THE PROPERTY DE6CRIK0 HEREON,

REPREMNTANT DU VOrtURIER OU CAJSSlER AGENT OR CASHIER

CUSTOMER ORDER NBR. #4 066 S. REOU RECEIVED f A VALOIR SUftie PRIX DO TRANSPORT DE* COU3 0E$ICNE3 AUX PRE«£NT(S. TO APPIY IN PftEPAYUENT Of THE CKAACEt ON THE PROPERTY DE6CRIK0 HEREON,


ROLLS BENTOFIX MATERIAL INVOICE #04! >0


REPREMNTANT DU VOrtURIER OU CAJSSlER AGENT OR CASHIER SITE CONTACT:-, LENNY NIGARETTA i 1908-91 4-25 »4



24 HOURS PRIOR TO DELIVERY TO S' : H E D U L E U N L pADlNG R4$ERV£ AU VOfTURIER-FRAlS FOR CARRIER* USE • CHARGES

AVANCE OU TRANSPORT UlTEAlEUR (AU ADVANCE ANtWOR 6EYOND 1

KM LA)

CONTI ENVIRONMENTAL, I N C . D1VER8 MSC t

C/O CXBA-GEIGY IWrvf S RTVV.R, M.l

PAIX DE BASE BASIC 1

^ 5 ROLLS sum. ecus. piece i

P.O. #'4Ub6 JUH #i- '3b3-10/ MiHR TN t-AN&nA TR4 TT.TTR # /H

SUPPV.VM.EUR VALUE t

TOTAL |

HOOVER 1ft SI LtNVOl eST FAIT-EN PORT PAYt" IF CHARGES ARE TQ9E PREPAID. wAlTE Oft STAMP KEwV** * —CC^r-

TO M PAEFVUO*-

Entanla t «ol«M antra F» ip»dwwr al k) trtnnortM. y lairt r*U***ct SptoUl t$r*orn*nt btVoon oontignar and otntK olaaat arviat hart

RESERVE A LtXPEDfTEuR ENVOIS CR (CaO.) SHIPFER SHOW AMOUNT Of C.O.O.

Valeur Declare© / Declared Valuation R«tp«A«*btl)i4 matiffluMi oa M.at/Ng (tS.oOnivr*). cakuU tut la p»M« toul da raiptdjUon. a m>ir« o*in-W W oonWura par vtl»jr dtdar**.

Maximum ..Nr.* of U.*\Mt (U.OO/lb.). cala^taiM an ^ t total waioht at (nt ihipmant. wAlan daatarao valuaaont iam olrtarwaia.

C WONANT AMOUNT

AVI3E DC RECLAMATK)N a) l a rantportaw aVX nHpentabla da parltf, 0* feirr^M. 6u o t r t t m * aux mueAtndlaa H w M I M , out t a n dficribaa w OOnn tWnva . » / l I t (aodton OU\,A r i i t o i l pnV i ta^ roAgdt daa aw i^and t i a t , I t w oWbnadjn. Ituf dak 0 - « p M t M at k> monunl toproiimalil l t dun« an Nptralon d . la pan*. Oat donvMpat 0v du nOro. M * M tiOnrW au h u a » n < v i Wtal ou an t v t p o r H u r d t cbetVuOtrl, <*1t kn w a t n t t (M) |oua U *»l t de It avtti»*A dat mrdSinitaaa: «v dan* Ml cat da non • mtiten. dam u* OaUi at mut (9) moa tun-** 1 1

daft, dt rayptdtfori bj Li prttontaCtn da la nvftmttsn Inula aocorpt^sla trunaprtuvt ft\i H'«WK dti »t* da rtnaooit doH Hi tomn'ta au ta^pomur «tn> un daiai dt oauf (»| m>l tvnani u <uu ot rtxpadten.

SI LE TAftlf ItXIOE L'EXP^DITEUR REMPLIRA IE CADRE SUtVANT WHERE REOUlAEO BY THE TARlff, SHIPPER MUST SHOW OlMENSlONS OF SHIPMENT.

NOTICE Of CLAIM a) No cantar I t i to la lor ba t . Oamaya or ooUy M t n ; ooodl otntad under no & t el Lading um«< f o i o t Tnreot aeoMg out parjev/em 0t Ih* o n ^ \ , oMtnaton and <St» »l aNpment af pi* peods and tM *t(mt*»s tj*oont daitwl in retaeci ol am* Vm. Oimaoa or ofay « ( i w i in wrttnt to ISe onjmtTIng carrier or out dtrvering evrlar wiNn tiny (CO) dtyt aher rie dKNtry of 0>e goodi. Or, in trw eat I t i U n n » mak* datvsry, aacnn rin* («) monf» Irom Ole d t * ) Of IhiomenL

O DROITS FEE O A X F « V O < *

_ KtM

a) Trie tinaj tuwrnem ol pto claim muii be aux wftn nine (9) mono* Irom tx* otM el eiHpment epthor widi a copy ol the paid Ireioni bit

D TOTAL

T6TAL NUMtCA Of PACKAGE)

NOM8RE COU3 XL

f r ^ N S I O N ^ m e M i l f l i 2 "

Vokma (En PL Cu|. Total Cube Feat

Pad* PonotrO Drtj*n*j»ABl WalgM

TOTAL TOTAL WE«SHT

EVALUATION VALUATION OU

**O.ORtO«t>.0 tl.OOQ It.COIVO VALEUR PCCLAREE / J

NUMBER x.L P«CESn»KG«. DECLARED VALUE Cf SHIPMENT

OOlOB I FxPCOtrtUR-SHIPPER

ALBARRIE NAUELTD.

PAR. PER

AORESSE POSTALE 01 LtXPEDITEUR

VOITURlEA AOENT CONSICNATVRE • CONBICNEE

PAR • PER PAR-PER

NUMERO DE LtxPEOrrEUR SUPPERS NO.

000376

CBA 005 OS99

ALBARRIE NAUE LTD.

BENTOFIX MANUFACTURING CERTIFICATION

CUSTOMER: FLUID SYSTEMS SHIP DATE: 12/20/93

PROJECT: CONTI ENVIRONMENT, NO.ROLLS/B.0.L.NO.: 20/376 INC. C/O CIBA-GEIGY

ORDER NUMBER: 4066 PRODUCT TYPE: BENTOFIX NS

We hereby c e r t i f y that the B e n t o f i x geosynthetic clay l i n e r purchased and shipped f o r the above i d e n t i f i e d p r o j e c t meets or exceeds A l b a r r i e Naue Ltd.'s s p e c i f i c a t i o n s f o r Bentofix.Product has continuously been inspected f o r the presence of needles and i s needle f r e e . The t e s t l i s t e d f o r the bentonite component have been performed on each batch of bentonite.The t e s t l i s t e d f o r the f i n i s h e d geocomposite product have been performed on at l e a s t every 280 sq.mt.[3000 s q . f t . ] f o r the: Mass according t o method ASTM D3776;Thickness according to method ASTM D1777; and on at leas t every 930 sq.mt. [10000 sq f t ] f o r the Grab Tensile according t o method ASTM D4632 and Puncture Strength according t o method ASTM D4833;and at le a s t every 9,300 sq.mt.[100,OOOsq.ft. ] f o r the g e o t e x t i l e component and the f i n i s h e d geocomposite water permeability according t o method GRI GCL-2.The r o l l numbers f o r t h i s p r o j e c t are as f o l l o w s :

Lot#121393.

Roll# 13719, 13769, 13770.

Lot#121493 . _ _

R o l l * 13771, 13772, 13773, 13774, 13783, 13785, 13790.

13791, 13792, 13793, 13801, 13802, 13803, 13804.

13805, 13814, 13816

^5C^TJ>tiUCAS Vice President Manufacturing

DATE

CBA 005 900

Date: I'-Z. -CH



ITEMS WORKED ON

C c

A. Stripping of Existing Soil B. Grading Subbase C. Bento-Fix Installation D. PVC Installation (Secondary) E. Geocomposite Installation F. PVC Installation (Primary) G. Sand Placement H . Geotextile Installation I . Subsoil Placement

J. Topsoil Placement K Survey Work L. Access Roads

X M . Mechanical Installation N . Seed &Fertilization O. Erosion & Sediment Control P. Other Q. Other R. Other


_3_


SrH*J&. PL

$ A ~ J J > / ' ( . ^ n . e t K c W

W E A T H E R :

COPY TO:

Q:*/l 17nELDtlPTJLXSAiACMAVM -

CBA 005 0 9 0 1

Date: 5 -Z.-f\



REMARKS;

CONSTRUCTION PROGRESS: *6ee Coj*yPt><.f-rre. 0.<PLC \jm ^ f j f . Ccv t i / u i , ^fs

' f ~ b P PLA£-G.t> ,/U W ( - \ - t A - r J C h o a . tcti=r,-oo-<

* CrwSc Coivipc %\-t£ PiLTcCb tnJ A-L-Oe^C UJcf-f PrJi^Ho.Z

3 * C 'A ^ ^

CONSTRUCTION OBSERVATION;

PROBLEMS / RESOLUTIONS; - AA ^ g -

COPY TO: PAGE 2 o f 3

QAinnELDRFTJCLS/HACWAVW

CBA 005 0 9 0 2

Date: > -Z.- *?f



REMARKS;

K E Y CONVERSATIONS and DISCUSSIONS; »- ' 11 f ' - • - -

J? e s» o L +- \ ({•,

A 2) P&c-Pcser

OTHER:

fry i,-/--•£-/-/•

COPY TO: P fhu-tcrt , fLv**. )**/-STLS OBSEVER: / / f e "PAGE j of j *

q t t l llFIELDRPTJlLS/HACWSAH

»

Date: 3


GD3A-GEIGY CORPORATION - CELL NO. 1 Toms River, New Jersey

ITEMS WORKED ON

_c_ A. Stripping of Existing Soil B. Grading Subbase C. Bento-Fix Installation D. PVC Installation (Secondary) E. Geocomposite Installation F. PVC Installation (Primary) G. Sand Placement H. Geotextile Installation I . Subsoil Placement

EQUIPMENT

hi H

HOURS WORKING

STAND BY/ DOWNTIME


REMARKS

WEATHER:

COPY TO: I (by- ten P i ^ c n hfi*Jteu<> OBSEVER:_J

QAl nnELDRfTJOa/HACMAVW

PAGE ( of 3

Date: ^ S ' c i ^



REMARKS;



PROBLEMS / RESOLUTIONS; "AJc CJ E -

COPY TO: P. fate* . PLUCA\ LS. OBSEVER: PAGE 21 of -5

9 * 1 nnELDRPTJCLB/HAC«AVM

CBA 0 0 5 090E

Date: 5"-3-^^-



REMARKS;


OTHER:

COPY TO: M'-rrtf/, f~L®0£ h/WOSL OBSEVER: PAGE 3 of 3

Q r t l l lFtBLDRPTJCLS/HACMAVM

CBA 0 0 5 0 9 0 6

Date:



ITEMS WORKED ON

C C-

c_ X

IT



J. Topsoil Placement K. Survey Work L. Access Roads M . Mechanical Installation N . Seed &FertiIization O. Erosion & Sediment Control P. Other Q. Other R. Other



WEATHER:

COPY TO: P / W i / t c H , Flucr^ ^ A / ^ / C C S . OBSEVER: PAGE / of 3

<kJ»l PFIELDRTTJCLS/HAC/iArM

Date:



REMARKS:


-te.uck'i used +.CJ PCHCZ SA~>* Fe^y, PS>A*Z.L. i> -to ?Arjet- Q - ?^9£> CO.-^^L^.^

CONSTRUCTION OBSERVATION: ~ See A&QV&—

PROBLEMS / RESOLUTIONS: - AVC/Ug -

COPYTO: P t u ^ / ) w £ i S OBSEVER: PAGE Z of 3

q j t l nnELDRPTJLLa/HACH»VM

CBA 0 0 5 0 9 0 8

Date: 5-^-^4-



REMARKS:


OTHER:

off

Date: 5- S~-f4



ITEMS WORKED ON

c ~c~

c

T



EQUIPMENT

t> Off

HOURS WORKING

_ _ ! _ _ _

4


fc:t- '<-e

WEATHER: A<*V - ' C o r e . - Cc~&6n . i / 0 ( - l n*Gb -be t t / ^ x s

COPY VOiS/fy»6e*. fevo*. b ^ < ^

QAninFXDRPTJLLSAIAC/iffrM

Date: S-^-~i^-



REMARKS:


' SxJrt.vZyruci, -6OPC> S/h*jS tsw ' " > o / j ^ / i . Lja-y£/ P, jgsfr-srxZrCtz / j - "A,>w &#<r6- t=r^j A - S e e j ^ e y . . . -' fiju<y-/£»c T H e r ^ c K i>\)& <• P'^t-e/S Cest. "7~e-.tr -A / fe <^^J £ * - < > T ' * Soc- tL C5/O,A r

Date: -



REMARKS:

KEY CONVERSATIONS and DISCUSSIONS: iPfiM-e-sju/ f.j+e.t-cs. (Cc~<tA hue, -to ^i^i^K *>FWLR - ^ T 1 feoey^ W S+SJ*

OTHER:

Q m 17FIBLDRPTJCLOVHACHAW4

CBA 0 0 3 0 9 1 2

Date: 5 'C



ITEMS WORKED ON

<— A. Stripping of Existing Soil C- B. Grading Subbase £ C. Bento-Fix Installation

D. PVC Installation (Secondary) E. Geocomposite Installation

C F. PVC Installation (Primary) X/Vl G. Sand Placement X H. Geotextile Installation X I . Subsoil Placement


EQUIPMENT

JlLbt

HOURS WORKING

3± JJL


~Tkn.6iL.£ L\VJ< HOC-{ ic£r-£ H

WEATHER:

COPY TO: f f l A C H , H . t/O/t / W / S OBSEVER:

4 * 1 nnELDRPTJLLBMACXWM

PAGE ' of

Date: Q~6>-?4



R E M A R K S ;


• PutctriErt, * + Ceo t./r^hi LB r.c».-+,*JO en, -7f;\h,L-£. £F.\*>IVZ

CONSTRUCTION OBSERVATION: - -Sgg, A f i e l d -


COPY TO: P. M u - L f H , P L vac b#/v'cLS OBSEVER: i -f —Try

•PAGE- 2 of 3

9*1 nFlELDRPTJCLS/HAC/iAVW

/HtpH&ETC 4. Cut*. £

CBA 005 0914

Date: 5-C-^4



REMARKS;


OTHER;

COPY TO: Rftirtct*. f L M \\**/teL<* OBSEVER: / M ^ ^ ' r f f T * ^ ^ PAGE_2lof^_

Q-Jtl nnKLDRFTJOS/HACMAVM

CBA 005 0 9 1 5

Date: 3 -V-7^



ITEMS WORKED ON

c A. Stripping of Existing Soil J. Topsoil Placement c B. Grading Subbase K. Survey Work c C. Bento-Fix Installation L. Access Roads C D. PVC Installation (Secondary) M . Mechanical Installation o E. Geocomposite Installation N . Seed &Fertilization C F. PVC Installation (Primary) O. Erosion & Sediment Control

C G. Sand Placement P. Other

1/c. H . Geotextile Installation Q. Other 1/c. I . Subsoil Placement R. Other


W E A T H E R : A<H Ci-e^R- - Coc<-- AA.gt> \ j j l f j t k s

COPY TO: P.ft)>itcH. ELUO.<L b*»*eu> OBSEVER:, PAGE / of 3

Qrtl nnELDIUTOLSMAC/tAWt

CBA 005 0916

Date: S-l -14



R E M A R K S ;


-ICX-lC 1.1.



COPY TO: P- fhyj-fxM , Fmct LW.eis OBSEVER: y^S^7^. £cT^—PAGE 2 of 3

qjVl nnEtDRPTJUS/HACMAVM

Date: ^ 7 - ? ^



REMARKS:


OTHER: f 06 flW, -Srf r

/ f '/? HcunS.

COPY TO: P. Mu 4CH f f l h * * j < e t -S OBSEVER: PAGE 3 of

4 * 1 nFlELDRPTJCLS/HACMAVM

CBA 005 0 9 1 8

Date: £ ' W t



ITEMS WORKED ON

A. Stripping of Existing Soil J. Topsoil Placement B. Grading Subbase K. Survey Work

c C. Bento-Fix Installation L. Access Roads

c D. PVC Installation (Secondary) M . Mechanical Installation

C E. Geocomposite Installation N . Seed &Fertilization

c F. PVC Installation (Primary) O. Erosion & Sediment Control

c G. Sand Placement P. Other

o H . Geotextile Installation Q. Other

Tic I . Subsoil Placement R. Other


WEATHER; AA?- Ovc/zcpit COOL - L+ u/<*JdS

Date: S'/Q^tf



REMARKS;




Date: 5-/0-^^



REMARKS:


P-ED\JFC^ <>4- S P « r r

OTHER:

Date: :f-//-?4



ITEMS WORKED ON

C A. Stripping of Existing Soil O B. Grading Subbase c C. Bento-Fix Installation c D. PVC Installation (Secondary) O E. Geocomposite Installation £ F. PVC Installation (Primary) C G. Sand Placement C H. Geotextile Installation C I . Subsoil Placement

2L. J. Topsoil Placement K. Survey Work L. Access Roads M. Mechanical Installation N. Seed &Fertilization O. Erosion & Sediment Control P. Other Q. Other R. Other


10 z 8


W E A T H E R :

COPY TO: P / ' h ^ ^ H P i v o * /)#+J/eLS, OBSEVER: ^ S ^ - P A G E / of

Q*U7FlELDRrrjOB/HACMAr»(

Date: 5~- /£-*74-



REMARKS:


cwg l.ii.uci< 'A^Poich^Sy Sec



COPY 1Q:f. /)1utcH t P L U C / I - ) ) A ^ ^ C S OBSEVER: -PAGE ^ of -5

Qrtl linELDRPTJCLS/HACMnVM

Date:


CEBA-GEIGY CORPORATION - C E L L NO. 1


REMARKS;


Pv-6-&,^ n-f -tit£ Ccc QCao.^ - A-A; A- L. Trrv /yfertlioi f~><<-< G£ USE*

' SPc/tZ teAj-i. - 4-«p^.. fce.,^ sj^Sos'.-Leb H Zcc/cs. «r stumps. <r(\

OTHER:

/ / 7 / / - . ; ^ C M

OOP / &£4S.-frc

~Z

Q * l nnELDBPTJCLS/HACHWM

CBA 0 0 5 0 9 2 4

H . rtMvi.nc. d . c t c o r w » 1 M . m . o i oi tgin. l . ou «oin • * ' , ™ <

, , t ' r !

ISSUED AT SNIPPERS REOUEST

i l v ' l . m . - q u . l w n l i C o n d o n ! . » • " < ) " • »

• •pmt f l i on l . I n l A g ' l l . " - . " ' • • « > • • » • •

- - , ^ . t . . . . < H , « ; « . & I S S U E D AT SNIPPERS REOUEJ

EMIS A LA DEMANOE DE LEXPEDITEUR

p . . i«nvo>. » « lnm.n l ) : r . n . r f l n n n . ri.> Transport*, »n 0.11 OU H I i»v.w> .»».>. •

3 . J l « 9»'»» * » ° / » 9 » u ' » « ' * ^ * l * 9 : ' ^ M.» .c , .V>»d F i . t oM T.,nV: q u i . O C . p l . P0«' U n - n ^ m . MS »y«n l l * 0 « .

n»co 'v»d . la i l i ls I ma'Ved. d . s l l n j t l o n H t v I C * I

v c x i u n i i n H * " ? O F CARP-IEO

BMD TRANSPORT DESUHAlAinE CONSIGNEE

CONTI ENVIRONMENTAL, EXP«OMEURSHirrEH AOnESSE POS1ALE ("E SEHVANI r»S A L A l l v r W S O m M A L

CELL NO. 1 CAPPING_SYSTj^ ROUTE 37 WEST K i l l H A I O N IVtl ' lEI DESl>M*"OM (CUV • TOWN)

TOMS RIVER iHMt i v i i nE n o u i t

08755

p n o V O U t l A T PIXWS1AIE

NJ u COUl f C O U N T S o f

. S . A .

MAnOUES DU WAGON CAntHMlAl

WO DO WACOM C W M MOW. PHOlOUt HO OU COHI »W H C W I W W

NOVBPE Pt COLIS PIECE S'PACKAOES

n?5ioi5AnOH 11 MAHOUESSPfclAlES n r . i 1 „ f , S ' , ° ^ g M . m i r . . FS A»D SPECIAL UAflKS

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CONTI ENVIRONMENTAL

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_MAJDE.

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7JOB-HT353^107-l l i u u u " ^ ' - ' " .

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Page No. 1 12/20/93

ALBARRIE NAUE LTD. ******************

ROLL tf

Shipment by B.O.L. R o l l L i s t s

SHIP DATE LENGTH WIDTH

** B.O.L. « 376

* LOT It 121393 13719 13769 13770

* S u b s u b t o t a l *

12/20/93 12/20/93 12/20/93

30 .5 30 .5 30 .5

91 .5

462 .0 462 .0 462 .0

* LOT « 121493 13771 13772 13773 13774 13783 13785 13790 13791 13792 13793 13801 13802 13803 13804 13805 13814 13816


** S u b t o t a l **

*** Total ***

12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93

30 .5 30 .5 30 .5 30 .5 30 .5 30 .5 30 .5 30 .5 30 .5 30 .5 30 .5 30 .5 30 .5 30 .5 30 .5 30 .5 30 .5

518.5

610.0

610.0

462 .0 462 .0 462 .0 462 .0 4 62 .0 4 62 .0 4 62 .0 462 .0 462 .0 462 .0 462 .0 462 .0 462 .0 462 .0 462 .0 462 .0 462 .0

CBA 005 0926

1 4T ALBARRIE NAUE LTD

QUALITY CONTROL CERTIFICATES

LOT * ROLL « DATE 121393 13769 12/14/93

PRODUCT: BENTOFIX NS DIMENSIONS: 100 FT. X 15.2 FT.

30.5 ii X 4.62 M

1 FINISHED PRODUCT TYPE: BENTOFIX NS TENSILE (kg)

ELONGATION (*) PUNCTURE (kg) rn^FNT^ X) , n n c c i FwrTW TROSS RESISTANCE PERMEABILITY, K ( c m / s ) CONTENT U ;

MASS(g/m2) THICKNESS iy) LENGTH "OSS LENGTH^ CROSS R E S I S T ^ ^

6505 y 6-5

2. TOP LAYER TYPE: NON-UOVEN TENSILE (kg)

ROLL « MASS (Q/m?) THICKNESS (on.) BURST PSI LENGTH CROSS

159971 266 404

TEAR (kg) LENGTH CROSS 25 76

3. BOTTOM LAYER TYPE: WOVEN

TENSILE (kg) TEAR (kg) ROLL « MASS (g/.2> THICKNESS (..) BURST PSI LENGTH CROSS LENGTH « 0 S J

110 v 2 290 632261

4. BENTONITE

SHIPMENT # 170507

TYPE: 30 MESH

» tlONTWORILLONITE SUEU INDEX < • » ndSTUPE CONTENT < „ -OTSTU.E . S I P H O N <•) OE BENTONTTE

90 27 6-8

xxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx

txxxxxxxxxxxxxxxxxxxxxxxxxxxx

CBA 0 0 5 0 9 2 7

LOT « 121493

ROLL * 13801

DATE 12/17/93

AL BARRIE NAUE LTD


PRODUCT: BENTOFIX NS DIMENSIONS: 100 FT. X 15.2 FT. 30.5 M X 4.62 M

FINISHED PRODUCT TYPE: BENTOFIX NS TENSILE (kg)

LENGTH CROSS 59 ^ / 124

MASS(g/m2) THICKNESS (mm) 5574 , / 6.4 " 0 f r

ELONGATION (!<) LENGTH CROSS

189 60

PUNCTURE (kg) MOISTURE RESISTANCE PERMEABILITY, K (cm/s) CONTENT (:-.)

05 <1E9 6.4

2. TOP LAYER TYPE: NON-WOVEN TENSILE (kg) TEAR (kg)

ROLL * MASS (g/m2,) THICKNESS (mm) BURST PSI LENGTH CROSS LENGTH CROSS 167899 303 i/ 3 383 49 136 27 68


TENSILE (kg) TEAR (kg) ROLL « MASS (g/m2) THICKNESS (mm) BURST PSI LENGTH CROSS LENGTH CROSS

639303 110 * 2 303 68 63 33 34

4. BENTONITE TYPE: 30 MESH

SHIPMENT « X MONTMORILLONITE SWELL INDEX (ml) MOISTURE CONTENT (X) MOISTURE ABSORPTION (*) MASS OF BENTONITE (g/m2)

96113 90 29 6.4 655

„ , „ « « « « « « « « « « « « « « « «

" i

CBA 005 0928

I ALBARRIE

B a r r i e , O n t a r i o

CUSTOMER: C o ^ T i ^«MO(CO^<y\eNJ~(M. T M C ORDEJR NUMBER:

PRODUCT DATE

NO . ROLL # NET WEIGHT LENGTH WIDTH NO, ROLL #

NET WEIGHT LENGTH WIDTH

1 \W73l VOO' \sV 24

2 » i »« 25

3 n>s<rs> «. i • 26

4 ». <tf\H ». » i w 29

7 \, w »« 30

6 *« 31

9 \. 1 , 32

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1 II

FLUID SYSTEMS

December 22, 1993

Mr. John McCann CONTI ENVIRONMENTAL, INC. 3001 South C l i n t o n Avenue South P l a i n f i e l d , NJ 07080



Dear Mr. McCann:

Attached i s the C e r t i f i c a t e of Compliance f o r BENTOFIX geosynthetic clay l i n e r , shipped December 17, 1993, t o Ciba-Geigy.

I f you have any questions, please do not h e s i t a t e t o c a l l .

Very/tiyuly yoAirs,

W. Tracvr Tanner Regional Sales Engineer

WTT/plr Attachment

32 Triangle Park Drive • Suite 3201 • Cincinnati. Ohio 45246 • Phone: 513/771-5656 • 800/346-9107 • Fax: 513/771-4844

525 Reactor Way • Reno, Nevada 89502 • Phone: 702/856-2232 • Fax: 702/856-2234 ^

ALBARME NAUE LTD. on iionnow n™n

BARRIE, ONTARIO ' CANADA M N 3V7 TEL: (705) ' 737-0551 FAX: (705) 737-5877

SHIP TO» CONTI ENVIRONMENTAL, INC. C/O CIBA-GEIGY CELL NO. 1 CAPPING SYSTEM ROUTE 37 WEST TOMS RIVER, NJ 08755 U.S.A.

DATE SHIPPED: DECEMBER 17, 199,3

CUSTOMER ORDER #« #4066 JOB #F353-107

CUSTOMER REQ. #:

A.N. NUMBER: #0607

SHIPPED VIA: LARWAY TRANSPORT "PREPAID'& ADD"

QUANTITY DESCRIPTION AND SIZE

/Ma

BENTOFIX MATERIAL

IsiZEJ 100' X 15',2H

8 Oxb . ROLLS.

QFOSS WEIGHT

NET 1 NO. OF CARTONS/ WEIGHT j BALES/ROLLS

MARKS: CONTI ENVIRONMENTAL, INC C/O CIBA-GEIGY TOMS RIVER, NJ

P.O. #4066 JOB #F353-107 MADE IN CANADA TRAILER # °I^He>

C2CX ROLLS

LBS.

01 uawNto 3iaautna wosu 6friST cesT-it-oaa

1 2. 1 7. 93 04 : 06 PM P04

CBA 005 0931

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BARRIE, ONTARIO

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CAR mew***

CUSTOMER

^ ROLLS RttNTOFlX MATERIAL INVOICE 104* OBDER «4066

.wry. TOO*

t f g ^ S ^ Q ^ TO "pE LIVERY" TO S <j:HEPULE UNLOADING iARfiSTA-

CONTI ENVIRONMENTAL, INC.

<A£> ROLLS P.O. #406* JOB »t'i53-107 P.O. o s / D Q MftDTf T M r M j a ^ TftftT TIFIR 8 . a

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ALBARRIE

B a r r i e * O n t a r i o

PRODUCT:

ORDEJt UOKBERi M O U o

DATE ^Y&c..n1\Qvgva.

7

NO. ROLL I NET WEIGHT LENGTH WIDTH

P-T- Iti. NO. ROLL *


l O O ' s V 14

x . . . V K \ 25

A

•j \.\ 26 J Jjrf fWV . . .

H «-». »->. 27 I

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1 £ 29 1 «

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'O'S'N 01

12. 17. 93 04 : 06 PM P06

» E C B , v E D 0 K 2 2 ) g 9 3

ALBARRIE NAUE LTD.



PROJECT: CONTI ENVIRONMENTAL, NO.ROLLS/B.0.L.NO.: 20/374

ORDER NUMBER' ^ o l ^ 0 ^ PHOOUCT T.PE: BENTOFIX NS

We hereby c e r t i f y t h a t the Bentofix geosynthetic clay l i n e r purchased and shipped f o r the above i d e n t i f i e d n r o i e c t meets or exceeds A l b a r r i e Naue Ltd. s s p e c i f i c a t i o n s f o r Bentofix.Product has continuously been inspected f o r the presence of needles and " n e e d l e f r e e . The t e s t l i s t e d f o r the bent o n i t e component have been performed on each batch of bentonite.The t e s t l i s t e d f o r ?he f i n i s h e d geocomposite product have been performed on at l e a s t every 280 sq.mt.[3000 s q . f t . ] f o r the: Mass according to method ASTM D3776;Thicknes» according t o method ASTM D1777; and on at 1east every 930 sq mt [10000 so f t 1 f o r the Grab Tens i l e according to method ASTM D4b^ and PunctSre Strength according to method ASTM D4833;and at TSastevery % / 3 0 0 sq.mt.[100,OOOsq. f t . ] f o r the g e o t e x t i l e component and the f i n i s h e d geocomposite - t e r p e r m e a b i l i t y according to method GRI GCL-2.The r o l l numbers f o r t h i s p r o j e c t are as f o l l o w s :

Lot#112393. . _

Roll# 13284, 13292, 13293, 13294, 13295.

Lot#112593.

Roll# 13297, 13299.

Lot#121093.

J l o l l t 13698, 13699, 13700, 13701.

Lo«fl2T39T

J^COfT LUCAS Vice President Manufacturing

DATE

005 0 9 3 4

ALBARRIE NAUE LTD. BENTOFIX MANUFACTURING CERTIFICATION


PROJECT: CONTI ENVIRONMENTAL, NO.ROLLS/B.0.L.NO.: 20/374 INC. C/O CIBA-GEIGY

ORDER NUMBER: 40 66 PRODUCT TYPE: BENTOFIX NS

We hereby c e r t i f y t h a t the B e n t o f i x geosynthetic clay l i n e r purchased and shipped f o r the above i d e n t i f i e d p r o j e c t meets or exceeds A l b a r r i e Naue Ltd.'s s p e c i f i c a t i o n s f o r Bentofix.Product has continuously been inspected f o r the presence of needles and i s needle f r e e . The t e s t l i s t e d f o r the bent o n i t e component have been performed on each batch of bentonite.The t e s t l i s t e d f o r the f i n i s h e d geocomposite product have been performed on at l e a s t every 280 sq.mt.[3000 s q . f t . ] f o r the: Mass according t o method ASTM D3776;Thickness according to method ASTM D1777; and on at l e a s t every 930 sq.mt. [10000 s q . f t . ] f o r the Grab Tensile according t o method ASTM D4632 and Puncture Strength according t o method ASTM D4833;and at l e a s t every 9,300 sq.mt.[100,000sq.ft. ] f o r the g e o t e x t i l e component and the f i n i s h e d geocomposite water pe r m e a b i l i t y according to method GRI GCL-2.The r o l l numbers f o r t h i s p r o j e c t are as f o l l o w s :

Lot#121493__ —

R o l l t 13776, 13777, 13778, 13780, 13781, 13782, 13784

Lot# . —

Rollt —

Lot#

DATE Vice President Manufacturing

CBA 005

r EMIS A LA DEMANDS DE LEXPEOITEUn

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3 i w o n . l . M m . 0 ) p r t K H p » h » l « - M * ' ^ ' ' S . ^ a n d l s . . . o o l . x p t d M u d . I . prov lnc. *> ™ ^ P " ' . „ ^ w , „ „ p t u l „ „ o b , , n u «u- d . m , n d . I

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CONTI ENVIRONMENTALt

EUPCOHEUHSmPPW

BARRIE, ONTARIO

I N C . C/O C IBA-GEIGY

T E S i S F w o E S i l S l i A i n E ("O E i n u e i C O N S I G N E E s S I H E E I A O O H E S S

C E L L N O ^ j C M P l l ^ ^

^ ^ ^ ^ ^ ^

OESIINAUCWIVIUEl OESIINAIIOMICITY . tOWHI

TOMS RIVER 08755 IIIMEnAIRE IWUIE

c o " i t c o u i i n f O F

HO0UW«OO«CM<MO HO K n ncnoul • i n M I " HO W W C 1 > I I « « H 1 W " W « « 0 .

HOMBRE DE CCX.13 PIECESTACKAOES

CUSTOMER

,QO ROLLS

WsiGMAI IOHEi i W W U E S BPECIAIES D E S c n p i o w o f A m i c i t s A M O S P E C A I M A P J O

POIOS IS*ul Cortc*on»| WEIOHI ISuM"d fa Car' texyi)

ORDER NBR. «4066

BENTOFIX MATERIAL INVOICE «04t

LTA—( L9-0-' SJJtE—CONT-ACT-i LENNJf—NXGARE^E 24 HOURS PRIOR TO DELIVERY TO S

8 - g 1 4 - 7 S . i:HEDULE UNLOADING

ENVIRONMENTAL> INC -MARkS-CONTI C/O CIBA-GEIG^

JTOM S_BXVEJl^—N J— £ 0 ROLLS

__MADF TKl fRManA

f F 3 5 T = l t ) 7 - -TRAULEJL

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IF c i i A n n t s » n ^ j a B l J E B S P i 2 i ! w n , ' t ° " STAMP HE HE.

"SCO RECEIVED I A VAIOIH SU« IE m i x 0 0 W N S P O " " OES coL 'S D E S I G N E S A U X p n E s E f i E S l O APPLY IN PBtPAYMENI C l " E CMAOGES ON THE POCKETY DESCRIBED HEREON.

REPn isENIANI DU VCIURiER OJ CAiSSiER AOEHT OR CASHIEW

n t S E n v i i A U v o n u R i t n i n A i s F O H C ^ n i E t ^ y S E ^ C I T A n O E S

A V A N C F O U i n A N S P o n i U I I C R I E U R I A U Of L A I

AOVANCE ANDOR BEYOND

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P o l * Po->d«'4 Dhitni fantt Vtoght

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NUMBER X L PIECESrt"KGS

to<oe I EXPfDHEUn -SHIPPER

Al.UARHlE NAUk LTD.

VOUURIER AGEMT CONSKJNAIURE - CONSIGNEE

DIVERS MISC.

PRIX DE BASE BASIC

SUPPl COLI9 PIECE

SUPPl VALEUR VALUE

TOTAL

RESERVE J U t X P f O l t E U R ENVOIS CR (C O 0 SHIPPER SHOW AMOUNI Of C O O

C MONANT AMOUNT

O 0RO1IS TEE O * IT Relcom

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M M * a

PAn • PER

POSIAIE ADDRESS Of SHIPPER

PAR PER

NUMEnOOE LE»P£01IEUI SHIPPERS HO

000374

CBf' OO; 0 9 3 6

Page No . 12/20/9.3



ROLL »l SHIP DATE LENGTH WIDTH

** B.O.L. W 374

* LOT i\ 112393 13284 13292 13293 13294 13295


12/17/93 12/17/93 12/17/93 12/17/93 12/17/93

30 30 30 30 30

,5 5 .5 .5

462 .0 462 .0 462 .0 462 .0 462 .0

152 .5

* LOT 112593 13297 13299


12/17/93 12/17/93

30 .5 30 .5

61 .0

462 .0 462 .0

* LOT » 121093 13698 13699 13700 13701


12/17/93 12/17/93 12/17/93 12/17/93

30 , 30 . 30 30

462 .0 462 .0 462 .0 462 .0

122 .0

* LOT « 121393 13705 13712


12/17/93 12/17/93

30 .5 30 .5

61 .0

462 .0 462 .0

* LOT « 121493 13776 13777 13778 13780 13781 13782 13784


** S u b t o t a l **

12/17/93 12/17/93 12/17/93 12/17/93 12/17/93 12/17/93 12/17/93

30.5 30 .5 30 .5 30 .5 30 .5 30 .5 30 .5

213.5

610.0

462 .0 462 .0 462 .0 462 .0 462.0 462 .0 462 .0

*** T o t a l *** 610.0

1 4T -

LOT » ROLL * DATE 112393 13295 11/24/93

ALBARRIE NAUE LTD



30.5 tl X 4.62 M


MASS(g/m2) THICKNESS (mm) LENGTH CROSS 5741 y 6.7 / 61 / 192

ELONGATION (K) LENGTH CROSS

121 58

PUNCTURE (kg) MOISTURE RESISTANCE PERMEABILITY, K (cm/s) CONTENT (%)

83^ <1E9 ^ 7

2. TOP LAYER

ROLL 4t 166538

TYPE: NON-UOVEN TENSILE (kg)

MASS (g/m2) - THICKNESS (mm) BURST PSI LENGTH CROSS / 3 383 64 152


3. BOTTOM LAYER TYPE: UOVEN

TENSILE (kg)

ROLL * MASS (g/m2) THICKNESS (mm) BURST PSI LENGTH CROSS

614501 UO / 2 3 5 0 6 1 7 2


TYPE: 30 MESH 4 . BENTONITE

SHIPMENT It 170135X

ixxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx

, MONTMORILLONITE SWELL INDEX (ml ) MOISTURE CONTENT (*> MOISTURE ABSORPTION ( » MASS OF BENTONITE <g/.2>

90 35 7 - 8 / t : >

xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx

CBA 0 0 5 0 9 3 S

m m m - f

ALBARRIE NAUE LTD


LOT Jt 112593

ROLL * 13297

DATE 11/25/93



MASS(g/m2) THICKNESS (ram) LENGTH CROSS 6353 / 6.7 y ' 5 9 W " 1 7 7

ELONGATION (!<) LENGTH CROSS

127 60

PUNCTURE (kg) MOISTURE RESISTANCE PERMEABILITY, K (cm/s) CONTENT (5c)

85 7.8

2. TOP LAYER TYPE: NON-WOUEN

ROLL * 166544

TENSILE (kg) MASS (g/m2) THICKNESS (mm) BURST PSI LENGTH CROSS 278 / 3 370 62 135



TENSILE (kg) ROLL « MASS (g/B2) THICKNESS (mm) BURST PSI LENGTH CROSS

597624 110 295 77 64



SHIPMENT * % MONTMORILLONITE SWELL INDEX (ml) MOISTURE CONTENT (*) MOI 35 7-8

STURE ABSORPTION (5;) MASS OF BENTONITE (g/m2) 725 ^65

170135X 90

XXXXXXXXXJ

CBA M OOE 0939

1 ALBARRIE NAUE LTD


LOT * ROLL # DATE 121093 13700 12/13/93

DIMENSIONS: 100 FT. X 15.2 FT. PRODUCT: BENTOFIX NS 3 0 5 M x 4 6 2 M

1. FINISHED PRODUCT TYPE: BENTOFIX NS ^ c Z t l T l )

MASS(g/fii2) THICKNESS (mm) LENGTH^CR^ LENGTH CROSS RESISTANCE <1E9 ^ -'"'" ' -5850 y 6.6 y 61 ^ 106 123 60 ^ ^

2. TOP LAYER TYPE: NON-UOVEN ^ ^ ( k g )

ROLL * MASS (fl/.2) THICKNESS (mm) BURST PSI LENGTH CROSS LENGTH CROSS 159983 285 , 3 364 51 31

y


TENSILE (kg) TEAR (kg) ROLL * MASS (g/m2) THICKNESS (mm) BURST PSI LENGTH CROSS LENGTH CROSS

630963 110 \ 2 307 66 55


S „ I P „ E N T , , „ O N ™ « U O K I T E a m i H K x W ) MOISTUK co«n« (») WISTUK -SJRPTIO. (.) , * 5 or *«ONITE (,/«> 17050? «0 2 7 6 ' 8

CBA 0 0 5 0 9 4 0

1

LOT « 121393

ROLL # 13705

DATE 12/13/93

ALBARRIE NAUE LTD


PRODUCT: BENTOFIX NS DIMENSIONS: 100 FT. X 15.2 FT. 30.5 M X 4.62 II


MASS(g/m2) THICKNESS (mm) LENGTH CROSS 6505 / ' 6.5 ; / 65 185

ELONGATION ( * ) LENGTH CROSS

125 64

PUNCTURE (kg) MOISTURE RESISTANCE PERMEABILITY, K (cm/s) CONTENT U )

83 ..- <1E9 —^" 6 - 8

2. TOP LAYER TYPE: NON-WOVEN ^ ^ ^

ROLL * MASS (g/m2) THICKNESS (mm) BURST PSI LENGTH CROSS LENGTH CROSS 159971 266 .,> 3 404 56 136 25 76


TENSILE (kg) TEAR (kg) ROLL * MASS (g/m2) THICKNESS (mm) BURST PSI LENGTH CROSS LENGTH CROSS

632261 110 x 2 290 77 65 32 39


SHIPMENT < * MONTMORILLONITE SWELL INDEX ( . 1 ) MOISTURE CONTENT (*> MOISTURE ABSORPTION ( » MASS OF BENTONITE ( g / . 2 >

170507 90 27 6.8 7.0

CBA 0 0 5 0 9 4 1

1 ALBARRIE NAUE LTD


LOT # 121493

ROLL * 13776

DATE 12/14/93



MASS(g/m2) THICKNESS (mm) LENGTH CROSS 5574 / 6.4 ,-•>• 59 ^ / 124

ELONGATION ('A) LENGTH CROSS

189 60

PUNCTURE (kg) MOISTURE RESISTANCE PERMEABILITY, K (cm/s) CONTENT (5s)

85 , / <1E9 ^ 6.4

2. TOP LAYER

ROLL * 167899

MASS (g/m2) 303

TYPE: NON-UOVEN TENSILE (kg)

THICKNESS (mm) BURST PSI LENGTH CROSS 3 383 49 136

TEAR (kg) LENGTH CROS 27 68


TENSILE (kg) ROLL * MASS (g/m2) THICKNESS (mm) BURST PSI LENGTH CROSS

639303 110 303 68 63



SHIPMENT * 96113

•A MONT MORI LL ONI TE SUE LL INDEX (ml) MOISTURE CONTENT <*) MOISTURE ABSORPTION (*) MASS OF BENTONITE (g/m2)

90 29 6.4

xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx

655 5161

xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*

CBA 0 0 5 0 9 4 2

FLUID SYSTEMS

December 22, 1993




• Dear Mr. McCann:

Attached i s the C e r t i f i c a t e o f Compliance f o r BENTOFIX geosynthetic c l a y l i n e r , shipped December 20, 1993, t o Ciba-Geigy.


Verv t r i i l y ypurs,

Reg

is-/ : Tanner

es Engineer

WTT/plr Attachment


PACKING LIST

SHIP TO: CONTI ENVIRONMENTAL, INC. C/O CIBA-GEIGY CELL NO. 1 CAPPING SYSTEM ROUTE 37 WEST TOMS RIVER, NJ 08755 U.S.A.

SHIPPED VIA:

DATE SHIPPED:

CUSTOMER ORDER #

CUSTOMER REQ. #:

A.N. NUMBER:

DECEMBER , 19 93

#4066 JOB #F353-107

#0608

BRICO TRANSPORT "PREPAID & ADD"

/ M 2

BENTOFIX MATERIAL

S I Z E : 100 • x 1 5 ' 2 ' @ oZo ROLLS

MARKS: CONTI ENVIRONMENTAL, INC C/O CIBA-GEIGY TOMS RIVER, NJ £_a> ROLLS P.O. #4066 JOB JJF353-107 MADE IN CANADA TRAILER

GROSS WEIGHT

36, C ?3.

NET WEIGHT

LBS.

NO. OF CARTONS/ BALES/ROLLS

c2<2> ROLLS

CBA 005 0944

ALBARRIE

B a r r i e , Ontario

CUSTOMER: OA/QT'I £ <Q v 0*3^6 or Ay T«^C . ORDER NUMBER: MQ(Q(Q

PRODUCT: S DATE i

NO . ROLL # NET WEIGHT LENGTH WIDTH

(•X. it* • NO. ROLL #


1 voo' * < M 24

2 2 5

3 >< < * 26

4 «» i> 27

5 t. ** 28

6 i . \ t «« 29

7 W u i . 30

8 • « »* v< 31

9 t * i t« 32

10 ( i I t 33

11 ». v. 34

12 t .

V I 35

13 \. V M 36

14 t ,

37

15 'V <> <. 38

16 ». «• << 39

17 tv?°n 1« i« V 40

18 m<w 1, W /. 41

19 I f t .

42

20 t« I « l<

4 3

21 44

22 45 - •-- - - . 23 46 [

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* 1 " * " * ^ " I I i n n n m u a r > m m a a n v m w a i n L « n m . \ M

uid ooo<?> >rt eint«d by t motw air<*r. w

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EXPta* U VOTUfuEft MAME Of CARflUP. POINT &tXPI:0(TON POINT Of OftCol

^ j ^ V , v . / ^ , W 7 ^ ^ BARRIE, ONTARIO !>HlPPtHO OATG

DECEMBER

MOtKJVOtTUPJCP. CARfllf R* WO.

199

CONTI ENVIRONMENTAL. INC. C/O CIBA-GEIGY EXPCCxT«uA SHIPPER A L B A R R I E N A U E LTD. 340 Huionia R d „ flarric. Ontflf io 1 4 M 6E7

AOAE88E 00 OtSTlKATWRE (NO ET HUE) C0NSKi«£€* STREET A00RE4S

CELL NO. 1 CAPPING SYSTEM, ROUTE 37 WEST

A0AES9E POSTALC (HE &ERVAKT PAS A LA IIVBAISON) • HAIL ADDfl fU (HOT POfl PURPOSE* Of OEUVERY)

OCSTINATION (VH.LE) 0£iTlNATK» (CITY • TOWN)

TOMS RIVER 08755 |T1M£RAIR6 ROUTE

PROV.OUtTAT PROV/STATS

NJ

COMTE COUNTY Of

U . S . A , MAKXJES DUWAi iON

CAR INITIAL HPPUVIAOON.OAAHO HOU K u t * O j t • THMIR MO HOOut^TMWtH.QOKTIUHCftHO.

NOUBfiE OCCOUS •£CE&<PAClCU>E8

0tSI6NATX?li ET HAflOuESIiP£ClAlE9 OE8CRIPT)ONOf ARTICLES A WO SPECIAL MAftXt

• KMCA ($4v/ Corrtcliont) WEIGHT (Sv»itO to Cwitettn)

TAPjf ftAte RECU

R£C£|V£DI A VALOIR 9UR LS PPJX 0U TRANSPORT 6{S COUS M«ICNI?S AUXPR£iENT£S. TO APPLY IN PREPAYMENT Of THE CKARCCt ON THE PAOPtATY DESCRIBED HEREON.

A£PR£KNTAftTC>UVO!TURiEROu CA&SIE AOENTORCA&HIER

CUSTOMER ORDER NSR. H 0 6 6 36, L 93J L B 5. RECU R£C£|V£DI A VALOIR 9UR LS PPJX 0U TRANSPORT 6{S COUS M«ICNI?S AUXPR£iENT£S. TO APPLY IN PREPAYMENT Of THE CKARCCt ON THE PAOPtATY DESCRIBED HEREON.


o ^ > ROLLS BENTOFIX MATERIAL INVOICE #04:

^ • RECU R£C£|V£DI A VALOIR 9UR LS PPJX 0U TRANSPORT 6{S COUS M«ICNI?S AUXPR£iENT£S. TO APPLY IN PREPAYMENT Of THE CKARCCt ON THE PAOPtATY DESCRIBED HEREON.

A£PR£KNTAftTC>UVO!TURiEROu CA&SIE AOENTORCA&HIER / - . - p m n n n i m m m . . r P K I K I U — M T r - T i n i r m f r i T I — T 4

RECU R£C£|V£DI A VALOIR 9UR LS PPJX 0U TRANSPORT 6{S COUS M«ICNI?S AUXPR£iENT£S. TO APPLY IN PREPAYMENT Of THE CKARCCt ON THE PAOPtATY DESCRIBED HEREON.


L I 1 1 t ^ L T 1 1 A V . X . U X J H I M A n x u n i \ i j i i n i

24 HOURS PRIOR TO DELIVERY TO S J J \J \J ^/ »i, \ *U +J

: H E D U L E U N L J T

3ADING RlStftVE AU VOtTURIEA-FRAlS FOR CARftJGft'S USE • CHARGES

AVANCEOU TRANSPORT ULTERIEUR (AU ADVANCE ANClOA BCYONO I

-0£l

CONTI ENVIRONMENTAL, I N C . OtVERS M M . t

C/O C I B A - G E I G Y I T A l i i l f ; B T H M . , , M 1

PAW OE BASE SASK) S

^ ROLLS 6 U P P L coua. PIECE 1

P . O . # 4 0 6 6 JOB # F 3 5 3 - 1 0 7 M7ir\r< TM C AM A D A T R A I T F R ft / '

SUPPL, VALEUR VALUi I

"•McViô—All •• vz/uNML/f» "• "X n r t x IjJCirt W fa*, TOTAL f

ttOtOL»cR Kt 9 LtNVOi EST FAIT -EN PORT PAT If CHARGES A££jfl££2a£«lt&, WRITE OR 8TAI*PH£R>

TOMPREPA/0-

Sotcitl t o r n * * * Utvê«iô^t#^c«nV, i * fM«»0Vtah»M RESERVt k ItXPEWTEUR ENVOiS CA (CO

SHIPPER SHOW AMOUNT Of C.O.0.

POUR SERVICES PE <iAMlONNA<SE Valeur D6c\ar6& I Declared Valuation R t l p 6 n . t b i l i U m t i M n v * Ot t t . t l / K Q ($?.O0Aivrt). ««w>#t4 | u / I t p t i d i louu Ot re>p46Vt>0A. A moiftt tfvw dicttion cortg.i/t ptrvtWvir d>cl>ntt.

UJJVTVO^ >«M>lr C M . t l r K g (12 Otvtt.). u l e u l t l K ) an INt l o u t we i ^M e l tXt t h i p i n t n l . u n l t | | O t C l t r t d vtAMSOrt i l t l t t whanwte.

C MONAWT AMOUNT

AVWE DE RfiCLAWATION a] U v i M M n t v r A t K rt»p«>iuUt d t p v w . Ot ( M w eo 0» I K H * twr * K M A > M l m n u o r t t M , c u i e « OfKiPj t l tu comtsuf f l tn t , OJ** I t «*n*«4r, eVWi t « tcnl p t c K * * r ingr ie Ot t (MKAtnoTtU. Uur OMliMKWI. IMT dt t t tfttpMlon *• I t «»«t»N t « r t < J m l « l M a n 4 t n HovtttOA 0« U Ptm. t K i dtxwnaoti ou *> f t » f 4 nt »ort " » - A l >u Huapont r f W»t l t v »v t«por t»J> Ot *n»Vwi»an. »V» H> Ki i i tn l t (Co) |ouf» l u * r t « l i I t fr<raBon dtt i w d w h i t : eu Omi Hi i (S) *vh»m l» Ota ot r*>ptd<on «| U p^Mnbtbn d t k reflM»»o<l tA t» »««™p«(n*t <V"tp»tYYt 0V pml iwH Oet H « 01 evapon 0e4 let tevAiie tv i tntpom^ Out un Ottal et »ul (9) Ivk^ni U d m ot

NOTICE Of CLAIM I ) Ne earner i t I ' tNt for lott , Otmaoi et Oglty » v i , 0<»dB cuned under P* o i l o l Lutne ufVMi noimt M r t o l MRYvg out p t r f tu l t r t el Kit origin, d f t i tneMn And <bte ot thipnent o l 9» go«di end f<t ettimtted twouM otlmed in rwpta el Audi bet, de/ntfe e< deter h Ol en M xVng •> Oie t t t m & v an i> or the oitredng ctnW wie>M tiny (00) dty« alar Vie doUrtKy ol P>C fOOdi. or. in n t OUt f It lure to mtke OeWeiy, « i l * i rant (A) monP4 Horn iM Out ol tra'pmeni.

b) The kntl luieetent ol e>« eltlm mvil be Cied wsoi nine (0) fflenht horn He OAie Ol shipment boofter A copy of the paid be>AKt bit.

DROITS fE6

• P « l t OAWHCt

D TOTAL

ROLLS HuMtttioiugccous

TOIAl NVUtlk bf PACKASCt

St IE TARlf L'f UlCt l-EXPf OITf Ufl REHPLIAA LE CAORE SUWANT. WHEA£ REOUIREO BY THE TARIFF, SHIPPER MUST SHOW DIMENSIONS Of SHIPMENT:

100' x 15"2" 0tMENS>ON8 CWntntbnt Volume (En Pi Ou). Pool Pon«|<«

eHMoeieni Ttw/Cvbie Feel D<we«t«nilWtigt<

NOMSRECOUS A

Jf6,£$3/iB*m TOTAL

TOTAL WEIGHT

VALUATION

ou 150. OflSot to.Q i t M O

VALEUR DECIAAÊ

VM.UATO

VJXin> 0

NUUSSAXL PlECESrPKOS. oecuREo VALUE OF SHIPMENT

M I 0 9 1 EXPEOlTELIR. SHIPPER

ALBAJUUE NAUE LTD,

PAR • PER

joot fwc p r * . r n ( t>E i f xPcOt'EUS

VCtTURlER AOENT CONSIONATURE • CONSIGNEE

PAR-PER PAR-PER

NUMERO DC IfXPEClTEU SKIPPERS NO.

000375

CBA 005 0 9 4 6

RECEIVEDTJEC 2 2 1393

ALBARRIE NAUE LTD.



PROJECT: CONTI ENVIRONMENT, NO.ROLLS/B.0.L.NO.: 20/375

ORDER N U M B E R f o l ^ ^ PHODOCT TVPE: BENTOFIX NS

We hereby c e r t i f y t h a t the B e n t o f i x geosynthetic clay l i n e r purchased and shipped f o r the above i d e n t i f i e d Droiect meets or exceeds A l b a r r i e Naue L t d . s s p e c i f i c a t i o n s f o r Bentofix.Product has continuously been inspected f o r the presence of needles and xs needle f r e e . The t e s t l i s t e d f o r the bentonite component have been performed on each batch of bentonite.The t e s t l i s t e d f o r ?he f i n i s h e d geocomposite product have been performed on at l e a s t every 280 sq.mt.[3000 s q . f t . ] f o r the: Mass according t o method ASTM D3776;Thickness according to method ASTM D1777; and on at 1 east every 930 sq »t. [10000 sa f t . ] f o r the Grab Tensile according t o method ASTM D4b^ and Puncture Strength according to method ASTM D4833;and at le a s t every 9,300 sq.mt.[100,000sq.ft.] f o r the g e o t e x t i l e component and the f i n i s h e d geocomposite water permeability according t o method GRI GCL-2.The r o l l numbers f o r t h i s p r o j e c t are as f o l l o w s :

Lot#121493____ — —

R o l l t 13794, 13795, 13796, 13797, 13798, 13799, 13800.

13806, 13807, 13808, 13809, 13810, 13811, 13812.

13813, 13815, 13817, 13818, 13820, 13821

Lot*.

LUCAS Vice President Manufacturing

DATE

I eonl. i l do I im ipo i l l " " " ' ! ' " " ' " ^ , , , ,.< quo cl .p 'O

BTdkiu*. « rp» llnon »ki l • ' " J 1 „ „ - , , | K,A OU » . . . c . n . d « » . ^ _ p . . ^ ' M « ' ' » V " ^ ^ ' o . e . •!

ISSUED Al SHIPPER'S REQUEST

l » p . . . m . r . l . I m A g . . ' . " * * " " P " ' "

*EMIS K LA DEMANOE DE LEXPEDITEUR

d . d.i»» .1 o « <»*• » | 9 " « u

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t S ^ H S S S M g 5 S H S ^ S « „ — ~ -I dom H t»»i» pout »'•• oblenu »u> dom.nd. » co"d>l'o"S •uiq«IWt r.«podll.u. c e n t * ol

„. ,.„,.d. * ^ ^ S S 2 S £ S , II on I t - o . d o t h - j j ^ . 10; £ "<S good . . « . . ! . « " T

loui.s tea ga.os * vor»gouit •-- . . qu i accplo pou- M-man- » » •»•"!» * • « •

R a o ' v o d larlUs In mar*»d. -dojllnallw, -Mrvlc* lo bo polo- . - -sp»c»tJ«y s»HorthP«nH s » » » w ! t i J „ l h. „ , „ « _ _ . - ~. . .» -tooctncallY Ml lorth Init io). _ _ _ , , . , , „ - . , . lot Conndo by 0»m>ut Ordo. Ho. T-5. «»i«o ' «>™" F

SM.PP&E - r T ^ T S q - i D ECEiiBE ^ °— vcniuniEn NAME or CAnwEn

MSriHAIAIRE CONSIGNEE

Coj_I_L_EJ_y_L_^^

CELL NO. 1 CAPPING__SJ^TjM ? _

ROUTE 37 WEST

B E S I » » I I O N | V n . U I 0ESI.HA1.ONIC.IY . lOWN,

T 0 M S j U y E R _ _ _ _ — 08755

pnov ou EtMPnov/stAiE

NJ

liiNEnAine noulE

NOVBHEUE COUS PIECES/PACKAGES

UAIKWES OU WAOOM CAnlNMIAl

~ C O M l t COUNTY OF

_y_._s_._Aj

woouEniastUHvoiESi r»» *NPon< rArt-if CHAnoES . O W M M P f ^ ™ ^ ° " s iAUPHEns^"

' PREPAID' MO0UW*OO"C«"<O un nr p tuc i iou t . W»M n NO

CUSTOMER

(90 ROLLS

-SI-T-E—GONTA-GT-t

24 HOURS

;^gii£_^^ PtxnS I5.ul Cor.»c>o««i

Vr.10111 |Suli|ncl w C w n O o " )

ORDER NBR. «4066

BENTOFIX MATERIAL INVOICEULP-4-'

-LENNY- HlGARETTA—j} PRIOR TO DELIVERY TO

9 GB—9-t4—2^ ,HEDULE UNLOADING

A-

IAWF I W E ntcu

nECEIvEO » . ; — » vAioin sun IE pivx mi ' " ' 1 ] ^ ' ° " coiis ntsiGMts AUX pnEstntES ? 0 »P "lY IHPBEPAYME'II C* l " t CI'AntlES ON 1IIE PnOPEOiY OESCniBED MtntO>i

- S E ? H ? S E H I » H ou voiiuP'Ei" ou c«'ssicn ' AOENIOO CASHIER

n f s E n v . AU vo i lURiEn r iwis FOR CAT__E__USE • CHAnOES.

AwiicToTrnwNSPoni Ul l fnttuniAU 0EIA1 ADVANCE ANTVCPR ' BEYOND »

POUR SERVICE'S'btTCAMlQNNAbe Valour Doclaioe I Declaiod Voluallon

n..p.-..wn>» ".••I-— *' »4i_'K« VJS^lli' n4u>bo olhumHt.

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HOI ICE Of CI>IM o o o * c i t e d ° i " ' ' ,

On oWVor, ol »' l « o o * . 0>. In • » o»»» ° ' ' • ™

V _30 ROLLS

NOMBIU tOIH W C d *

I 0 t » l NWII t l l 0 | ^ _ _ _ s _

(0108 I

100' x 1 5 ' 2 " DIMENSIONS 01mmlnrt

ol ihifynonl

NOWT'E CCH.IS » l

Volwr" IE" n Cul tot"! Cu t * F M I

PoW. Po^W'« PW-.n.ton.l WolaN

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IS. Nuuwn x.i PIECE-fPKOS

ntsEBvE A t t x r E w i f u n ENVOIS r.n JC o t Sii irrE" Siiow A U C W I I or C o o

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i D P t S S f FOSIAIE OE I EXPEOllEOn POSi i lE AOimrSSOf SinPPEn

DECLARED VAI l ) f OF SHIPMENT j

' NUUEKOOE I t x P f W U i SHlPPEnSNO

000371

CBA 094?

Page No. 12/20/93



ROLL « SHIP DATE LENGTH WIDTH

** B.O.L. tt 375

* LOT tt 121493 13794 13795 13796 13797 13798 13799 13800 13806 13807 13808 13809 13810 13811 13812 13813 13815 13817 13818 13820 13821


** Subtotal **

12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93 12/20/93

30 .5 30 .5 30 .5 30 .5 30 .5 30 .5 30 .5 30 .5 30 .5 30 .5 30 .5 30 .5 30 .5 30 30 30 30 30 30 .5 30 .5

610.0

610.0

.0

.0

.0

.0

.0

.0

462 462 462 462 .0 462 .0 462 462 462 462 .0 462 .0 462 .0 462 .0 462 .0 462 .0 462 .0 462 .0 462 .0 462 .0 462 .0 462 .0

*** Total *** 610.0

1

LOT « 121493

ROLL # 13821

DATE 12/17/93

ALBARRIE NAUE LTD


PRODUCT: BENTOFIX NS DIMENSIONS: 100 FT. X 15.2 FT. 30.5 tl X 4.62 M

1 FINISHEO PRODUCT TYPE: BENTOFIX NS TENSILE (kg)

MASS(g/m2) THICKNESS (mm) LENGTH CROSS 5574 •/ 6.4 " . „. 59 124

ELONGATION U) LENGTH CROSS

189 60

PUNCTURE (kg) MOISTURE RESISTANCE PERMEABILIT\ , K (cm/s) CONTENT (:.)

85 ^ <1E9 •—- t>.4

2 TOP LAYER TYPE: NON-UOVEN u - TENSILE (kg) TEAR (kg) ROLL « MASS (g/_>2) THICKNESS (mm) BURST PSI LENGTH CROSS LENGTH CROSS

167899 3 0 3 ^ 3 303 49 136 27 68


TENSILE (kg) TEAR (kg) ROLL • MASS (g/m2) THICKNESS (mm) BURST PSI LENGTH CROSS LENGTH CROSS

639303 HO ;/ 2 303 68 63 33 34

41 BENTONITE TYPE: 30 MESH

SHIPMENT * % MONTMORILLONITE SUELL INDEX (ml) MOISTURE CONTENT <*) MOISTURE ABSORPTION < *) MASS OF BENTONITE (g/m2)

•96113 90 29 6.4 655

CBA 005 0950

FLUID SYSTEMS

RECEIVED

DEC 2 8 1993

December 22, 1993




Dear Mr. McCann:

Attached i s the C e r t i f i c a t e of Compliance f o r BENTOFIX geosynthetic clay l i n e r , shipped December 17, 1993, t o Ciba-Geigy.


Very ^ r ^ l y ^ o u r s ,

... -_acy Tanner Regional Sales Engineer

WTT/plr Attachment

a ffi

32 Triangle Park Drive • Suite 3201 • Cincinnati, Ohio 45246 • Phone: 513/771-5656 • 800/346-9107 • Fax: 513/771-4844

525 Reactor Way • Reno, Nevada 89502 • Phone: 702/856-2232 • Fax: 702/856-2234



PACKING LIST

SHIP TOr CONTI ENVIRONMENTAL, INC, C/O CIBA-GEIGY CELL NO. 1 CAPPING SYSTEM ROUTE 37 WE8T TOMS RIVER, NJ 08755 U.S.A.

DATE SHIPPED; DECEMBER 17, 1993

CUSTOMER ORDER #s # 4 066 JOB &F353-107

CUSTOMER REQ. #i A.N. NUMBERt # 0606

SHIPPED VIAi LARWAY TRANSPORT "PREPAID & ADD"

Oll-NTTTY DESCRIPTION AND SHE . GROSS WEIGHT

NET WEICHT

NO. OF CARTONS/ BALBfi/nOLLL

/M3 BENTOFIX MATERIAL

SIZE; 100' x 15'2 " e ROLLS

BENTONITE POWDER

8I2E: SJi&J&rtb

/^ ROLLS

MARKS: CONTI ENVIRONMENTAL, INC C/O CIBA-GEIGY TOMS RIVER, NJ / 9 ROLLS * SMluA*' P.O. #4066 JOB #F353«107 MADE IN CANADA TRAILER #U.*7!I.

LBS.

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LO

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-îONTI ENVIRONMENTAL, INC." _C/Q CIBA-GEIGY TOMS RIVER, NJ

. . f t . j.4066 JOB ftr353-,107 1*ADE IN CANADA TRAILER #

MD*utA 0 (.%M\<» 651 r A O ^ l_WJO* '

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ALBARRIE

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MO.

: J 8

9

10

^ \ 12

13

16

17

18

19_

20

21

23

ROLL I WEIGHT LEKGTH WIDTH MO. ROLL # MOT WEICRT

26

37

2*

M 30

31

32

33

i i I m ? k _ 34

36

36

37

jam. 3d

39

40

41

J302 42

43

45

46

LENGTH WIDTH

-~„.J.'-I •.".'.n'U OX _TkM-n BIM-HSTH WTW FTfiSt Pf¥iT-_T-JK

1 2. 1 7. 9 3 04 : 06 PM P03 CBA 005 {"•t _"i u: /•.

BECEIVEODEC 2 2 1393

ALBARRIE NAUE LTD.



PROJECT: CONTI ENVIRONMENTAL, NO.ROLLS/B.0.L.NO.: 19/373 INC. C/O CIBA-GEIGY

ORDER NUMBER: 40 66 PRODUCT TYPE: BENTOFIX NS

We hereby c e r t i f y t h a t the Bentofix geosynthetic clay l i n e r purchased and shipped f o r the above i d e n t i f i e d p r o j e c t meets or exceeds A l b a r r i e Naue Ltd.'s s p e c i f i c a t i o n s f o r Bentofix.Product has continuously been inspected f o r the presence of needles and i s needle f r e e . The t e s t l i s t e d f o r the b e n t o n i t e component have been performed on each batch of bentonite.The t e s t l i s t e d f o r the f i n i s h e d geocomposite product have been performed on at least every 280 sq.mt.[3000 s q . f t . ] f o r the: Mass according to method ASTM D3776;Thickness according t o method ASTM D1777; and on at le a s t every 930 sq.mt. [10000 s q . f t . ] f o r the Grab T e n s i l e according to method ASTM D4632 and Puncture Strength according t o method ASTM D4833;and at lea s t every 9,300 sq . mt.[100,OOOsq . f t . ] f o r the g e o t e x t i l e component and the f i n i s h e d geocomposite water p e r m e a b i l i t y according to method GRI GCL-2.The r o l l numbers f o r t h i s p r o j e c t are as f o l l o w s :

Lot#112393.

R o l l * 13283, 13288.

Lot#112593

Roll# 13296, 13298.

Lot#121093

lpll#13702

Vot#12_^9T

Ro\l(#l 13710, 137/40, 13742, 13743, 13744, 13749, 13750. 137 51,13^52

SCOrT_JJJ^S ~~~ DATE -VTce^resident Manufacturing

ALBARRIE NAUE LTD.



PROJECT: CONTI ENVIRONMENTAL, NO.ROLLS/B.0.L.NO.: 19/373

ORDER NUMBER: ^ s " ^ ^ PKOBUCT TYPE: BENTOPZX NS

We hereby c e r t i f y t h a t the B e n t o f i x geosynthetic clay l i n e r purchased and shipped f o r the above i d e n t i f i e d p r o j e c t meets or exceeds A l b a r r i e Naue Ltd. s s p e c i f i c a t i o n s f o r Bentofix.Product has continuously been inspected f o r the presence of needles and i s needle f r e e . The t e s t l i s t e d f o r the b e n t o n i t e component have been performed on each batch of bentonite.The t e s t l i s t e d f o r the f i n i s h e d geocomposite product have been performed on at l e a s t every 280 sq.mt.[3000 s q . f t . ] f o r the: Mass according t o method ASTM D3776;Thickness according t o method ASTM D1777; and on at l e a s t every 930^sq-mt. [10000 sq f t . ] f o r the Grab Tensile according t o method ASTM D4632 and Puncture Strength according t o method ASTM D4833;and at l e a s t every 9,300 sq.mt.[100,000sq.ft. ] f o r the g e o t e x t i l e component and the f i n i s h e d geocomposite water p e r m e a b i l i t y according t o method GRI GCL-2.The r o l l numbers f o r t h i s p r o j e c t are as f o l l o w s :

Lot#121493

R o l l * 13775, 13786, 13787, 13788, 13789.

Lot#______ —

R o l l * .

L o t #_

L l l #

SCOTJ^LUCAS , D A T E

fee President Manufacturing

d . M l v . . n r . to c . « , i > n . l . . . m . n l o d g W . OU f o u l ? « M I . I d . t u n i n o i l I c o n n r l l i m i n l . I " m . i c h t n d l i t l _ T _ ! « . . " I O _ ™ ! J « I m t i n u . M .1 c o n t l g n . i l I d o u t d - . p i t i

^ . n , dU lou l p . i . o n n . I n t t . t . . . . t n t u « * i i t n - i J 'o«/ ° u n l r f f d . *J I I .» l»ai»t» »u i p < » n n t t l t l Ool I f m « n * lo ief t l I t E f t . l l g l f - l n l t i « 0 ' . » - " ' • « r . r . . p o . l — »

ISSUED AT SHIPPERS nEOUEST ~ „ « . O . r t , > t l - t - c h t n c l l t . d f » W ' D W * " 4 l l t i . u l l i t I t m l i q u t l e o n l i C o - p t g n l t l t n g t g t l I r .nVpof l t ' » d t f l l n t lK jo 1 . on I t o hr tmotnon I t . l d t p M . e o - i n u q u t tool v o n v n - l i . n v w t . n l *»A - . n * . n * l » t « \ o u , i t r v l c . t p i t . . n i t l • • ron l i l f V » l l i u t b t ueu I n o - t t . t t p i l f — m l . Inl»g'f1«m«nt .1 t i p > t > M .

| | P r i " " l ' V " - l i - . . . .

EM1S k LA DEMANDE DE L EXPEDITEUn

c d , 1 ^ 0 . I v , d » n ^ w v u qvt • • ^ . ' " " " J X * „ r t t

^ ^ ^ ^ ^ ^ ^ ^ S S & & s s x . - s r -! r x ^ ^ r ^ ^ " * "~*" „__5r.__liL^^ U i M m .Hoc. oo <»-'• < " ' » » • * b , , ^ t o w » T c o n p T n ^ " « 10e . .n / to « . V . V . I P ' .C . o l d . l V . . y • f " ' * ' ' * " ' " ° ^ V i n T C ? W . V . U . d In . « o. " r ot . .V f oood , . th.lI t v . r y

^ ^ J f r f r T - - ,1 c - W 0... .10..- HO. T. , .. m , MI , « c * * * N c ^ . i - o o - - — - - —

. - 1 , . i h . « ~ . n c r tUltens »nd . . p i t - «"<» " ' • p^pTCi iny, PO.NI o f bniotM a w m i t PAIE _ . c * n n F VOtlURlER NAME Of CARRIER

LARWAY TRANSPORT

POINI OEXPEOUIOM POINI Of OIllOIN

BARRIE, ONTARIO OESIWAIAIRE CONSIGNEE

rnNTT F.NVI RONMENTAL, INC. C/O CIBA-GEIGY

uptnUfUWSHTEH -— i o o f S S E D O o i s T w i A i n E I M O E l RUE) COHS.ONEE S StUEEt AOOnESS

CELL NO. i CAPPIJlG_SYSJJ_Hj_ OESTDIA I IONimEl DESIINA1ION (CIIY . TOWM)

ROUTE_3_7_W_EST " pnov.oul tAt niov/siAiE

TOMS RIVER 00755 NJ U

COMIE c o u i i r r o f

,S* A .

IMDOOEII to si itMv— ESI r»» t « roni PAVE-» r.HAnr.ES ARE 10BE PHEPAIO. wmiE on S1AMP ufirC^ —• - ^ r -

V^JIO BE PREPAIO- )

ItlHEHAIHE POUIE MAnOUESDUWAOOM

CAR IMITUL M0tJUW»OO»C«<»0 MODI. PtUCTOUt • IBMtnMO HO S i c o " i « " i n • C O M I M H I I M O

MOWBBE PE COUS " P IECEWCKA0E3

CUSTOMER

\°1 ROLLS \

KsioNAHOnfetUAixxit| 6r|ci»iES OESCraPTlOW of Anncita «wo SPECIAI MARKS

ORDER NBR. | |4066

BENTOFIX MATERIAL

C U T F CONTACT: LENNY NIGARETTA ( |908-914-25 >4 EQRCARR

-^^TlTi-^ENVl-RONMENTftL— C[0_ CIBA-GEIGY

-TNe-r

TOMS RIVER»

P.O; fl 4066

NJ

JOB <}F353-l07

W.IQHT (SuN»d to Corr«x*onJ

NVOICE fl04l7

lARif PAIE

REpO RECEIVE!) I A v A i o i n s u o i E enm w i n » » S P o o ' o t s COUS DtSIOHES AUX PRESEHtES t o APPtY IM PPEPArUEMI Of 1ME CH»RCES ON IHE PROPER" 0ESCRI0EO HEREON

Valour D6dat6o / Declatod Voluallon t l . . p . » . . N » > « m f t " " ! - ' * ' »«.«1'K9 ( " • • • ' " • ' • I -u i c u l . l i » h pokh tel.' * r . . i * W . « . » <""• OKtton c o n t t t t p« v f | t i » d te '»« . .

M t . ^ w p . n.bxty ol i i 4 l/K» U3 0 0 * ] t» lcu l . l jd on I h . l o u l « « l ( n l ol I h t t W » " i t " l . » » ' • • • d t c l . t . i . • lu . fcw l l . l t i ol l i t fwHt.

AVISE OE R£CL»UATOM d W . - , w dt i t * * tu. r~**nt— .1 I t n t . l m p o n ^ W . * ^ ' • ^ • T T i T o V o d S o n <w>m . ^ l p u t * *

I n '

100 ' X 15.'2' \ ^ ROI.LS l-Novtnt lo in nl cd'S

lOIAl WWW" W fACMCtS . S ^ B ^ C . e T T l S ' EXPEDIIEUR SHIPPER

^ 1

„ J « . ™ * c • • . . to l OOI p t ^ u l , - Ol Iho orfoK do,«n.«on tnd d . 1 . ol . N f - n - l ol

l HJftT...vn.5d <IM v «pr< «*_**•»•• *-rs.*5^ „ „ . , , 0,1-ln.iW, a a t o Ol lh« do^.- tng c « i l t i »«Jn • l>hr |M>I * r « t " "

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b , t h . nntl . . . . . m . o l .1 * . « l . - ™ » . b . - * n l « . H I « « - * • »• .hlpm.nl l o g o f f «i«> • copy ol i h . p»<)> fgMo»

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Tot^ Cubic f M l

Pokfc Po"<Mi< Qim.nt lo_IW. lghl

VOIIURIERAOENI

. . DU VO"UR'En OU CA'SSiER ,CE«I OR CASHIER

_ , „ . „ t A U VOItURIEFl r r iA IS f O H CARRIERS USE • C M A R O E S _

AVANCEOU IRAKSPORt Ul l?HiEUR l»U OELAI ADVANCE AHOOR ' BEYQHO ! !

DIVEnS MSC.

PRIX OE BASE BASIC

SUPPl COt. IS PIECE

SUPPl VAIEO" VAIUE

l O I A l

RfSERVE AIEXPE0I1EUR ENVOIS CR(C O 0 SHIPPER SHOW AMOUNI Of C OO

C MONANI AMOUNI

O ORCHIS f EE

O * — . n c * ~ * coiuei

D w i t i H " * ' " pntmio

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VM.EUR DECIAREE

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n c r i »n f n v iauE C* SHIPMENT

PAR - PER

CONSIONA1URE • COHSKJNEE

PAR•PER

NUMEnOPE l E x P f n i t E U * SHIPPERS HO

000373

AORfWErbsFiE ot itirloiiEun POSIAIE AoonESSor smppEn

- r T i r t iewTtini tm CBA 005 09

Page No . 12/20/93



ROLL tt SHIP DATE LENGTH WIDTH

** B.O.L. tt 373

* LOT tt 112393 13283 13288


12/17/93 12/17/93

30 .5 30 .5

61 .0

462 .0 462 -O

* LOT tt 112593 13296 13298


12/17/93 12/17/93

30 .5 30 .5

61 .0

462 .0 462 .0

* LOT tt 121093 13702


12/17/93 30.5

30 .5

462 .0

* LOT tt 121393 13710 13740 13742 13743 13744 13749 13750 13751 13752


12/17/93 12/17/93 12/17/93 12/17/93 12/17/93 12/17/93 12/17/93 12/17/93 12/17/93

30 .5 30 .5 30 .5 30 .5 30 .5 30.5 30.5 30 .5 30 .5

274 .5

.0

.0

462 .0 462 .0 462 462 462 .0 462 .0 462 .0 462 .0 462.0

* LOT tt 121493 13775 13786 13787 13788 13789


** S u b t o t a l **

*** T o t a l ***

12/17/93 12/17/93 12/17/93 12/17/93 12/17/93

30 .5 30.5 30 .5 30 .5 30 .5

152 .5

579.5

579.5

462 .0 462 .0 462 .0 462 .0 462 .0

CBA 005 0958

LOT # 112393

ROLL a 13283

DATE 11/23/93

ALBARRIE NAUE LTD


PRODUCT: BENTOFIX NS DIMENSIONS: 100 FT. X 15.2 FT. 30.5 tl X 4.62 (1


MASS(g/tn2) THICKNESS tflim) LENGTH CROSS 5 7 4 V 6.7 / 61 ^ 192

ELONGATION ( * ) LENGTH CROSS

121 , y 58

PUNCTURE (kg) RESISTANCE^PERMEABILJTY, K (cra/s)

83 / <1E9 : A B I L J I

MOISTURE CONTENT (*)

7.8

2. TOP LAYER TYPE: NON-WOVEN ^ ^ ^ ( f c g )

ROLL * MASS (g/m2) THICKNESS (mm) BURST PSI LENGTH CROSS LENGTH CROSS 166536 293 ^ 3 363 64 152 33 91


TENSILE (kg) TEAR (kg) ROLL * MASS (g/m2) THICKNESS (_i>) BURST PSI LENGTH CROSS LENGTH CROSS

614501 110 . / 2 250 61 72 33 31


SHIPMENT * * MONTMORILLONITE SWELL INDEX (.1) MOISTURE CONTENT <» MOISTURE ABSORPTION (» MASS OF BENTONITE (g/.2>

170135X 90 35 7-8 ixxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx

CBA 005 0?!':i9

xxxxxxxxxxxxxt

1 ALBARRIE NAUE LTD


LOT it 112593

ROLL # 13296

DATE 11/25/93

PRODUCT: BENTOFIX NS DIMENSIONS: 100 FT. X 15.2 FT. 30.5 M X 4.62 rl

1. FINISHED PRODUCT TYPE: BENTOFIX NS TENSILE (kg)

MASS(g/m2) /THICKNESS (mm) LENGTH - CROSS 6353 J 6.7 J 59 J 177

ELONGATION (!s) LENGTH CROSS

127 60

PUNCTURE (kg) MOISTURE RESISTANCE/ PERMEABILITY, K (cm/s) CONTENT U)

85(/ <1E9 / 7.8

2 TOP LAYER TYPE: NON-UOVEN TENSILE (kg)

ROLL * MASS (g/mZ) THICKNESS (mm) BURST PSI LENGTH CROSS 166544 278 J 3 370 62 135



TENSILE (kg) ROLL # MASS (g/m2) THICKNESS (mm) BURST PSI LENGTH CROSS

597624 110 j ( 2 295 77 64



SHIPMENT * k MONTMORILLONITE SUELL INDEX (ml) MOISTURE CONTENT (X) MOISTURE ABSORPTION (*) MASS OF BENTONITE (g/n.2) 170135X 90 35 7.8 725 5965

CBA 005 0960

1

LOT * ROLL * DATE 121393 13749 12/14/93

ALBARRIE NAUE LTD



30.5 M X 4.62 tl


MASS(g/m2) THICKNESS (mm) LENGTH CROSS 6505 y 6.5 y 65 \ X 185

ELONGATION (*) LENGTH CROSS

125 64

PUNCTURE (kg) RESISTANCE PERMEABILITY, K (cm/s)

83 y <1E9 y

MOISTURE CONTENT U)

6.6

2. TOP LAYER TYPE: NON-UOVEN ^ ^ ^

ROLL* MASS (9/m2), THICKNESS (mm) BURST PSI LENGTH CROSS LENGTH CROSS 159971 266 J 3 404 56 136 25 76


TENSILE (kg) TEAR (kg) ROLL * MASS (g/»2) THICKNESS (mm) BURST PSI LENGTH CROSS LENGTH CROSS

632261 HO y 2 290 77 65 32 39


SHIPMENT * X MONTMORILLONITE SUELL INDEX (ml) MOISTURE CONTENT (*) MOISTURE ABSORPTION <*> MASS OF BENTONITE (g/.2>

170507 90 27 6.8 710

CBA 005 0961

LOT « ROLL * DATE 121093 13702 12/13/93

ALBARRIE NAUE LTD


PRODUCT: BENTOFIX NS DIMENSIONS: 100 FT. X IS.2 FT. 30.5 M X 4.62 M

1. FINISHED PRODUCT TYPE? BENTOFIX NS TENSILE (kg)

MASS(g/m2) THICKNESS (mm) LENGTH CROSS 5850 y 6.6 61 y 186

ELONGATION (5.) LENGTH CROSS

123 60

PUNCTURE (kg) MOISTURE RESISTANCE PERMEABILITY, K (cm/s) CONTENT (X)

8 8 ^ ^ <1E9 6.8

2. TOP LAYER TYPE: NON-UOVEN TENSILE (kg)

ROLL * MASS (g/m2/)' THICKNESS (mm) BURST PSI LENGTH CROSS 159983 285 J 3 364 51 131



ROLL * 630963

MASS (g/m2) 110

X

TENSILE (kg) THICKNESS (mm) BURST PSI LENGTH CROSS

2 307 66 55



SHIPMENT # % MONTMORILLONI TE SUELL INDEX (ml) MOISTURE CONTENT (*) MOISTURE ABSORPTION <*) MASS OF BENTONITE (g/m2)

170507 90 27 6.8 710 5455

CBA 005 0962

ALBARRIE NAUE LTD


LOT * 121493

ROLL m 13787

DATE 12/14/93



MASS(g/m2) THICKNESS (mm) LENGTH / CROSS 5574 6.4 1 5 9 1 2 6

ELONGATION (X) LENGTH CROSS

189 60

PUNCTURE (kg) MOISTURE RESISTANCE PERMEABILITY, K (cm/s) CONTENT U )

8 5 ^ " <1E9 6.4

2. TOP LAYER TYPE: NON-UOVEN TENSILE (kg) TEAR (kg)

ROLL * MASS (g/m2) THICKNESS (mm) BURST PSI LENGTH CROSS LENGTH CROSS 167899 303 (/ 3 383 49 136 27 68


TENSILE (kg) TEAR (kg) ROLL * MASS (g/n.2) THICKNESS (mm) BURST PSI LENGTH CROSS LENGTH CROSS

639303 110 y( 2 303 68 63 33 34


SHIPMENT * * MONTMORILLONITE SWELL INDEX (ml) MOISTURE CONTENT (» MOISTURE ABSORPTION (*) MASS OF BENTONITE (fl/.2> 96113 90 29 6.4 655 5161 ,y

„ « « « _ _ « _ - - - « « _ _ - « _ «

CBA 005 0963

FLUID SYSTEMS

v% J~/AJ\ ( k r u r J F L O P S : o^-w/crt

February 17,1994

Mr. Lenny Nicaretta Conn Environmental, Inc. 3001 South CMon Avenue Sooth PlalnfloW, NJ 07080

Dear Lenny:

I hope, with ttiis letter, to satisfactorily respond to the sutxniaaJ l*sue» os pftrt of your toe to mo an January 25,1994. The fax Included the first page of a letter, apparently, from Eckenfelder, Inc. to Mr. Dennis Crouse of Fluor Daniel. Inc.

The Bentofix (Geosynthetic Clay Liner) submittal did not Include quality control tests for. 1) Wide Width Stress, 2) Internal Friction Angle, and 3) Differential Settlement. This Is because these are not standard OC tesw for any of th« OCI rruwrffcrtiimrs. (See my letter of November 22,1993 regarding submittal recrements.) However, we did provide a letter certifying that the material would meet the specifications for these properties; a copy Is attached foryeur review.

I would tike to know srjeefflcafly what Eckenfelder, Inc. needs in addition to the already provided geocomposite data. Between the Certfflcatas of Compliance, tfw Certificates of Analysis, and Product Specification Sheets, ft seems to address the necessary items of the specifications.

It is our intent to satisfy the engineer's needs with respect to these submittals. I would be pleased to talk to them directly, should they deem it appropriate at this time. Please do not hesrtate to call if you have any questions or require anything further.

"CIBA GElGWCell No. 1 Cap Toms River, NJ

Resubmittal Information

Cc: Joel Fruendt (FSI)

TIPTrl GX I6£S i806 I 01 SW31SAS dirrU WOdd 0Ti8T fr6ST.-AT.-83J

FLUID SYSTEMS

Projects

Prepared fori Conti Knvironnental

Ciba-Geigy Tons River

, i 1 l A . w* certify that the Bentofix Product wil l meet the following Property Valuest x x n o

TABLE 02223-1 REQUIRED GCL PROPERTY VALUES

PJROPEETY

'"Grab Elongation

Wide Width Stress (lbs/inch)

Differential Settlement ( f t / f t . Vertical to Horizontal without compromising permeability

TEST METHOD

ASTM D 4632

ASTM D 4593

MIN. VALUE

20

35

0.35

32 Triangta Part Drive • Suite 3201 • Cincinnati, Oftto 45246 • Phone: 513/771-5656 • eoo/349-9107 t Fax 513/771 -4«* 526 Reactor Way • Reno, Nevada 89502 • Phone: 702/858.2232 • Fax 702/&56-2234

£B'd STT6iSi806T 01

I Summary of Direct Shear Data on Bentofix®

Internal Shear Strength

Moisture Shear Rate Normal Cohesion Friction Lab Condition fin/min} Stress (ps\) (psH Angle (!)

GRM Dry2 0.035 0.5 - 40 9.8 36

r Hydrated2,3 0.035 0.12-10 1.0 31 Hydrated* 0.035 0.12-10 1.0 34

l Hydrated5 0.035 0.12-10 0.7 43

UH Hydrated - 7 - 2 9 1.2 30

1* Notes: 1. GRI = Geosynthetic Research Institute (used 6-in. shear box)

UH = University of Hannover

2. "Dry" = sample tested in the as-received moisture state "Hydrated" = sample was hydrated prior to testing, although the actual hydration methods vary.

Samples were hydrated with water unless otherwise indicated.

3,4. Hydrated in distilled and tap water, respectively.

5. Hydrated in leachate.

CBA 0 0 5

9 July 1993 WIDE WIDTH TENSILE PROPERTIES OF BENTOFIX NS

(Research No: 93121N)

MACHINE DIRECTION

Specimens Peak Load Stress at Strain at Thickness Observed Peak Load Peak Load

LBS PPI (N/cm) Percent Inches

1 468.3 58.5 (102.4) 21.3 0.2772

2 407.0 50.9 (89.1) 26.3 0.2671

3 385.0 48.1 (84.2) 31.2 0.2804

4 453.0 56.6 (99.1) 21.2 0.2553

5 391.7 49.0 (85.8) 21.2 0.2781

6 423.2 52.9 (92.6) 22.5 0.2703

Avg 421.4 52.7 (92.2) 24.0% 0.2714 SD 33.5 4.2 (7.3) 4.1 0.0094

C. of Var. 8.0% 8.0% (7.9%) 17.1% 3.5%

TRANSVERSE DIRECTION

Specimens Peak Load Stress at Strain at Thickness Observed Peak Load Peak Load

LBS PPI (N/cm) Percent Inches

1 780.9 97.6 (170.8) 60.0% 0.2691

2 984.4 123.1 (215.4) 71.3 0.2676

3 899.6 112.5 (196.9) 62.5 0.2841

4 + 1000' ++** **+* 0.2742

5 601.6 75.2 (131.6) 66.3 0.2938

6 876.0 109.5 (191.6) 63.8 0.2412

Avg 828.5 103.6 (181.3) 1 64.8% 0.2712 SD 146.1 18.3 (32.0) 4.3 0.0200

C. of Var. 17.6% 17.7% (17.6%) 6.6% 7.4%

Peak load higher than capacity o f load cell. Values are not included in average.

CBA 005 0 9 6 7

I TRI/ENVIRONMENTAL, INC. A Texas At?MfCft tntvnxtontl Comptny

G E O C O M P O $ I T E " L I N E R T E S T R E S U L T S

Fluid Syitenx Attn Tncey Timor 32 Triaafte Park Drive, Suiw 3201 Cincinnati, OH 45246

TRI Loj; Number: E3OO0-07-03 Report Date: 07-15-93 Product Bectofix

MD: Machine Dirtedoo TD: Trtaaveae Direction

Wide Width Tenaile Fropenua ASTM D4595

Tensile Streasdi

(Pi*)

Flftntnlftn

<*)

MD - TD MD TD

1 49 116 20 90

2 47 99 20 . 60

3 48 12$ 20 80

4 S3 141 20 70

S SO 130 20 70

6 SO 144 20 70

AVG so 127 20 73

Quality Review

The tttimg berets it bated upon accepted iiBdust pnedw as u th* Ket aachod lia^d. TRI neither aceepta re*pons£biliry for nor makes claim ts to the final UM tad purpote of tbo muerlal.

I I I

r I

9063 B«« Cav« Road •Ausfct.TX 75733-6201» (512) 263-2101 • 1-eOOMOT'E-ST

CBA 005 0968

POLYVINYL CHLORIDE MEMBRANE

Canadian General-Tower Limited i s a family owned, p r i v a t e l y held Company with i t s head o f f i c e located i n Cambridge, Ontario.

Our main product li n e s are Automotive, Containment and Construction Products, Pool Liner, Book Binding, and a vast array of General Products.

In t o t a l , the Company operates six PVC Calenders producing f l e x i b l e PVC r o l l goods.

In 1987 Canadian General-Tower Limited i n s t a l l e d a new, wide Calender at a cost of $22.0 m i l l i o n d o l l a r s .

The t o t a l capacity f o r the Cambridge Plant i s approximately 80 m i l l i o n pounds of PVC per year of which the new Calender alone i s capable of producing 25 m i l l i o n pounds.

Canadian General-Tower Limited i s one of the only North American PVC Manufacturing plants to have been awarded both the General Motors Spear 1 Quality Award and the Ford Motor Company Ql Quality Award. Our q u a l i t y c o n t r o l process employs S.P.C. or S t a t i s t i c a l Process Control i n a l l our manufacturing and product l i n e s .

We have also received the General Motors "Targets f o r Excellence" award i n a l l f i v e categories.

GEOLINER® PVC AND ALLOY CONTAINMENT MEMBRANES

C ^ 5 ™ General-Tower Limited i s a major producer and supplier of (PVC) f l e x i b l e p o l y v i n y l chloride sheeting to major North American and World markets.

These markets include Containment, Construction, Automotive, Pool and Graphic Arts to name j u s t a few.

Canadian General-Tower Limited i s committed to the PVC Containment Industry, having produced l i n e r materials f o r a numoer of years.

I n 1991, Canadian General-Tower produced approximately 32,000,000 sq. f t . of Geoliner PVC and 1992 estimates i n d i c a t e even greater p a r t i c i p a t i o n m t h i s important market.

Please review the enclosed information at your convenience and i f you should require f u r t h e r information, please do not he s i t a t e to contact us at 519-623-1630 or fax #519-622-3656

Member - Geosynthetics Research I n s t i t u t e - PVC Geomembrane I n s t i t u t e - IFAI - Geomembrane D i v i s i o n

I

I*

CANADIAN

GENERAL-TOWER LIMITED

.QUALITY ASSURANCE OF GEOLTMFRflD Pvr

ncoming raw materials are supplied bv a HmihoH n K suppliers which have stringent Oualit-x, ^nuted number of heir own. Nevertheless i l l r«in y Assurance Programmes of tra i n e r n hho V • 'i • r e s i n s a r e screened with a cone tr a i n e r m the incoming l i n e to v e r i f v that t-hf» r r a n e n ^ , .

iefore the finished dry blend i s introduced to the P l a s t i f i r*r < ™

Z t l l t L ' l ^ 5 t h r O U 9 h s e n s i t i v e - e t a l detectors that re metallic contamination. The Plast i f i r»H „rr,r«^ • l - 1 fe J e c c , a nY

recessed material i s further strained by a 10-40 screening before i t i s introduced to a four-roll Calender s c r e e n i n g operation

pack

' o l l ^ r o 6 ^ 6 ' ^ m a t e r i a l i s P i c k e ^ off by close nested pick-off 3 r r r i ? unsupported WEB areas and thereby reducing h - r ^ i • ? 1 S e m b o s s e d and cooled with a close nested :ooling t r a m to room temperature. nested

ISclP-r t, h

h

i. c k" e s s i s automatically controlled by an isotope powered

i o i b a c « l t inspection section before being wound up into shipping

rrom every ninth roll two samples are taken tn Ho „ = t >ouse testing and c e r t i f i c a t i o n procedure £ ° r ° U r l n "

The machine operators are trainprl t-n r-ua^\, .. u :or an, imperfections ana l l l T l V l r t ^ I n ' s ^ ^ L a T ^ o ^ s

shrinkage, and color. „ —-» — • ^ emu are a i s -ontrol for WEB thickness, width,

The Calender line 3ata from previous future repeat orders

1 Sru Cn 0s n ta rn 0d nH d F \ C o m P u t e r system that stores runs and duplicates operating conditions for

Ml aspects of the above onaoinn n r h0et-,„„ Jre supplied with l i x s t o u a l i t v a n ^ ? ••»? e n s " r e s o u r customers -hey receive from r ^ T ~ ^ ^ J j ^ - * ^ ^ a n d ™»*Y —

1 CBft 005 0*772

PftLCO PALCO 3 0-MIL PVC

POND LINER SPECIFICATION

n T r e & ^ ^ V S \ W w i t h be c p e c i f i o a u y designed t o r i ^ i ' n ^ ^ u o ^ i o n . " C ° " P ° U n d E h a U

MINIMUM

V

PROPERTY

Gauge (nominal)

Thickness, minimum

Specific Gravity (minimum)

Minimum Tensile Properties (each direction)

1. Breaking Factor (lbs/inch width)

2. Elongation at Break (percent)

3. Modulus (Force) I 100% Elongation (lbs/inch width)

Tear Resistance (minimum average pounds)

Low Temperature impact (50% pass)

Dimensional S t a b i l i t y (each direction, percent change maximum)

Water Extraction (max % wt loss)

Volatile Loss (max % wt loss)

.MATERIAL PRQPERTT^

TEST MFTHnn

ASTM D159 3 Par. 9.1.3

ASTM D792 MTD A

ASTM D8 82

MTD A or B (one inch wide)

MTD A or B

MTD A or B

ASTM D1004 Die c

ASTM D179 0

ASTM D1204 212° F 15 min.

ASTM D3083 (as modified by NSF)

ASTM D1203 MTD A

TJESXVAiUE.

3C m i l s

28.5 m i l s

1.24 t o ! . : } (

69 lbs/in width {2300 psi)

300%

27 l b s / i n - w i d t h (900 p s i )

S l b s

(267 l b s / i n )

- 2 0 ° F

+ 5%

0 . 3 5 %

0.7%

(cont inued on reverse)

. . J . 5 . 7 1 8 ? ™ ?'ta Circle • P.O. Box 919 • Stanton ruorwan .

CBA 005 097.1;

SENT BY:Palco Linings. In

§ 30 MIL PVC POND LINER SPECIFICATION

2:26PM

BSKBgZM_j|ATERlAL PRQPEEII!1£

Resistance to Soil Burial (percent change maximum m original value)

1. Breaking Factor 2. Elongation at Break 3. Modulus § 100%

Elongation

Hydrostatic Resistance (pounds/sq in minimum)


ASTM D751 MTD A

5% 20% 2 0%

82 psi

FACTORY SEAM R F r ^ T 1 ^ W T | g

Factory Seaming Method

Bondod seam Strength (factory seam breaking factor, ppi width)

Peel Adhesion (pounds/inch minimum)

Resistance to Soil Burial (percent change maximum in original value)

Bonded Seam Strength

Peel Adhesion




Dielectric Fusion Wold

55.2 lbs/in width

10 lbs/ in or F.T.B.*

-20%

-20%

*F.T.B. - Film Tearing Bond

7/87 !.)97.i

PRLCO LininGS, inc.

QUALITY CONTROL REPORTS CIBA GIEGY LANDFILL CAPPING SYSTEM

CELL - 1 TOMS RIVER, NEW JERSEY

3 0 MIL PVC LINER

Panels

1A 84 • X 194 ' 2A 84 ' X 189 1 1 S / ? (s>

3A 84 • X 180" 11 • <? -' 4A 84 • X 180' 5A 84 ' X 180' 6A 84 1 X 180' 1 - o -

7A 84 1 X 211' 8A 70' X 211' 3B 84 • X 180'

•r •: ~* • 4B 84 • X 180' 5B 84 • X 180' 6B 84' X 180' 8B 70' X 211'

CBA 005 0975

PALCO LininGS, inc.

FOLLOWING IS A LIST OF ROLL NUMBERS, AND LOT NUMBERS USED TO MAKE UP THE PANELS

Lot IP3532A Lot #P3538A

1 1 2 2 3 3 4 4 9 5

10 6 11 7 13 8 14 9 15 10 16 11 54 12 55 13 56 14 57 15 58 16 59 60 61

0976 005

7571 Santa Rita Circle • RO. Box 919 • Stanton, CA 90680 • (714)898-0867 • FAX #(714) 891-4937 2624 Hamilton Blvd. • P.O. Box 526 • South Plainfield, NJ 07080 •(908) 753-6262 • FAX# (908) 753-5737

I

i C e r t i f i c a t i o n R e s u l t s : Containment L i n e r s

P o l y v i n y l C h l o r i d e

P r o p e r t y

Thickness ( m i l s )

S p e c i f i c G r a v i t y (min)

T e n s i l e ( l b s , min)

CANADIAN. Gi:Ni:RAt^'IX)WE

LIMITED

N.S.F. Spec Spec i f i e d

30.0 min 28.5

1.20

69

Elongation (%) At Break

100% Modulus ( l b s , min)

Tear Resistance ( l b s , min)

Low Temperature (F)

Dim. S t a b i l i t y (% max)

Water E x t r a c t i o n (% max)

V o l a t i l e Loss (% max)

Resistance t o S o i l B u r i a l

325

30

8

-20

5.0

0.25

0.70

H y d r o s t a t i c Resistance

( p s i )

CGT I d e n t i f i c a t i o n No.: 56283

CGT Lot No. : P3532A

R o l l Numbers: 1 - 9

82

Resu l t

30.0

1.27

78.7 x 80.9

574 x 611

41.3 x 38.4

10.0 x 9.5

PASSED

2.2 x +0.3

0.06

0.6

Formula Used P r e v i o u s l y Tested

S a t i s f a c t o r i l y

PASSED 120

Test Method

ASTM D1593 *

ASTM D792 ,

ASTM D88 2 ,y

ASTM D88 2 u

ASTM D88 2

ASTM D1004

ASTM D17 90

ASTM D1204 (100oc 15 min.)

ASTM D3083

ASTM D1203

ASTM D7 51 METHOD A

Dec. 16, 1993

Date

CBA 005 0977

i!i-..\n nr. ic-1:: p.o. BOX \m. CAMBRIIMJI:. ONTARIO \ I R y\> n-:u:i>HONU ,5m, «,:.<• ifoo r-\x • >!'>, MO-:'.*

r o r t i f i c ? t - T " " Results: ontainment L i n e r s

P o l w i p y 1 c h l o r i d e

P r o p e r t y




7-::^;eANADlAN;:^v GENERAL-TOWER

N . S . F . Spec S p e c i f i e d

30 .0 min 2 8 . 5

1.20

69

E l o n g a t i o n (%) At Break



Low Temperature (F)





3 2 5

3 0

8

- 2 0

5 . 0

0 . 2 5

0 . 7 0

H y d r o s t a t i c R e s i s t a n c e

( p s i )

CGT I d e n t i f i c a t i o n No.

CGT L o t No. : P3532A

R o l l Numbers : 10 - 18

8 2

56283

R e s u l t

29.3

1.27

83.1 x 78.3

589 x 617

41.2 x 37.4

10.3 x 9.8

PASSED

2 . 2 x + 0 . 3

0.07

0.6

Formula Used P r e v i o u s l y Tes t ed


PASSED 120

Test Method

ASTM D1593

ASTM D792 <

ASTM D88 2 '

ASTM D88 2 '

ASTM D882

ASTM D1004

ASTM D1790

ASTM D1204 (100oc 15 min.)

ASTM D3083

ASTM D1203

ASTM D751 METHOD A

Te

P

S u p e r v i s o r

Dec. 16, 1993

Date

*.BA 0 0 5 0 9 7 8

HI•.•'••.') ' > IHC ! : : P(». BON 160. CAMBRIDGE. ONTARIO M R 5T«> TF.LF.PHONF1 i5l*n M - l f v O FAN ->i'M -•!.»•:»

I 1 tiiiNHRAl.-Tt>WKR |

C e r t i f i c a t i o n R e s u l t s : fcr,ni-ainmpnt L i n e r s ESSE

mm

P o l y v i n y l c h l o r i d e

P r o p e r t y




Elon g a t i o n (%) At Break



Low Temperature (F)


N.S.F- Spec Sp e c i f i e d




30.0 28.5 1.20

69

325

30

8

-20

5.0

0. 25

0.70


(psi)




82

56283

T e s t i n g /Superv i so

R e s u l t

29.2

1.27

83.6 x 79.2

591 x 593

40.2 x 38.6

10.2 x 9.5

PASSED

2.2 x +0.2

0.09

0.5



PASSED 120

Dec. 16, 1993 Date

Test Method

ASTM D1593

ASTM D792

ASTM D88 2

ASTM D882 •

ASTM D882

ASTM D1004

ASTM D1790

ASTM D1204 (100oC 15 min.)

ASTM D308 3

ASTM D120 3

ASTM D7 51 METHOD A

CBA 005 0979

HI:. \I > ni ne i ; : p.o BOX IM». CAMBRIDGE, ONTA RIO MR ?Jfr TELEPHONE Ol«>» /O.'-MvO EAX o!"- '^• yr

I l U p p r t i f i c a t i o n Resu l t s : ^^Fpntainment-- L i n e r s

P o l y v i n y l Chlor ide

• CANADIAN (iENERAL-'lOWER

Property

Thickness (mils)

S p e c i f i c Gravity (min)

Tens i l e ( l b s , min)




Low Temperature (F)


N.S.F. Spec S p e c i f i e d




30.0 min 28.5

1.20

69

325

30

8

-20

5.0

0. 25

0.70


( p s i )




82

56283

Res u l t

29.4

1.27

82.1 x 76.1

578 x 591

41.0 x 36.8

10.0 x 9.7

PASSED

2.5 x +0.1

0.07

0.5

Formula Used Pre v i o u s l y Tested


PASSED 120

Te s t i n g Supervisor

Hi- vl) niTKT: I'd. BOX IMt. CAMBRIDGE. ONTARIO Nil

Dec. 16, 1993

Date

Test Method

ASTM D1593

ASTM D792 •/

ASTM D88 2 1

ASTM D882 s

ASTM D882 '

ASTM D1004 •

ASTM D1790

ASTM D1204 (100OC 15 min.)

ASTM D3083

ASTM D1203

ASTM D751 METHOD A

005 0980

r rf-.i f ica+io" Resul ts : •ntainment L i n e r s

mm

P o l y v i n y l c h l o r i d e

p r o p e r t y




El o n g a t i o n (%) At Break



Low Temperature (F)


^CANADIAN ••• CifiNI-RAL-tOWI-R

N . S . F . Spec S p e c i f i e d

I * a t e r Extrac t ion (% max)


Res i s tance to S o i l B u r i a l

30.0 28.5

1.20

69

325

30

8

- 2 0

5 . 0

0 . 2 5

0 . 7 0

Hydros ta t i c Resistance

( p s i )



R o l l Numbers: 1 -9

82

56283

Res u l t

29.0

1.27

87.7 x 77.9

613 x 620

41.4 x 37.6

9.1 x 8.4

PASSED

3.1 x +0.2

0.11

0.6

Formula Used Pr e v i o u s l y Tested


PASSED 120

Test Method

ASTM D1593 ^

ASTM D792 ^-

ASTM D882

ASTM D882 ^

ASTM D882 y

ASTM D1004"

ASTM D1790

ASTM D1204 (100oc 15 min.)

ASTM D3083 -

ASTM D1203

ASTM D751 METHOD A

T e s t i n g .Supervisor

Dec. 17, 1993

Date

CBA 005 0981

I fica+i™" Results:

nnhainroent: L i n e r s

p n l y v i n v l c h l o r i d e

P r o p e r t y




f-MSCA. N A Dl AN' .a" .';-

OKNKRAi.-TOWKR

N.S.F. Spec s p e c i f i e d

30.0 min 28.5

1.20

69

E l o n g a t i o n (%) At Break



Low Temperature (F)





325

30

8

- 2 0

5 . 0

0 . 25

0 . 7 0

H y d r o s t a t i c R e s i s t a n c e

( p s i )




82

56283

R e s u l t

28.8

1.27

85.2 x 78.8

604 x 613

40.6 x 37.6

9.2 x 8.5

PASSED

3.2 x +0.5

0.10

0.6

Formula Used Pr e v i o u s l y Tested


PASSED 120

Test Method

ASTM D1593 '

ASTM D792

ASTM D88 2 _

ASTM D88 2 "

ASTM D882 y

ASTM D1004 '

ASTM D1790

ASTM D1204 (100oC 15 min.)

ASTM D3083

ASTM D1203

ASTM D751 METHOD A

Dec. 17, 1993

Date

CBA ,-,oo"

l^pftLQp LininGS, inc. ^ ^ j ^ FACTORY SEAM QUALITY CONTROL REPORT

J A J U ^ • DATE: f ^ / f i .

ujERIAL TYPE: Zfijbc L> \ L

TEST RESULTS

JOB NUMBER: €93.J/.^i/?0i/O I

( - > SHEET OF

IIE?

OPERATOR END INSPECTOR END

HEAT SEAL BAR

+ 1"

EAR PANEL

NO. TIME

CCL.

DATE

4iL

±1"

nW*> 79-. 0 71r <de>

AVG.

7^3

MACHINE SETTINGS

H AMPS

,3V j.vf

RF

iA h£iL &7/Q 71.0 74.+

ii-y 7$0 SS.7

It -70.0' (all.

74o 10:1 7(-y

A. M. 1 3670 3 r r M: 1 3>./

I Mo 377 46.+6

56 50./ 3k ^ 7 ^•7 3 5 ^

MACHINE SETTINGS

i H C AMPS RF

L AVG. ,51! | .511

SHEAR PEEL I AVG. "1

6 PRLCO LininGS, inc.

QUALITY CONTROL REPORTS CIBA GIEGY LANDFILL CAPPING SYSTEM

CELL - 1 TOMS RIVER, NEW JERSEY

3 0 MIL PVC LINER

Panels

IB 84' X 194 ' 2B 84' X 189' 7B 84 1 X 211'

IS rlC

n 7?r

CBA 005 0984

4 PRLCO LininGS, inc.

FOLLOWING IS A LIST OF ROLL NUMBERS, AND LOT NUMBERS USED TO MAKE UP THE PANELS

Lot #P3538A

16 17 18 19 20 21 22 23 24

CBA 0 0 0 9 8 5

7571 Santa Rita Circle • P.O. Box 919 • Stanton, CA 90680 • (714)898-0867 • FAX #(714) 891-4937 2624 Hamilton Blvd. • P.O. Box 526 • South Plainfield, NJ 07080 •(908) 753-6262 • FAX# (908) 753-5737

t r o r t A f i c a t i o n R e s u l t s : containment: L i n e r s

P o l y v i n y l c ; h l o r j - d e

P r o p e r t y




Elonga t i o n (%) At Break



Low Temperature (F)





CANADIAN GENERAL-TOWER

LIMITED

N.S.F. Spec Spe c i f i e d

30.0 min 28.5

1.20

69

325

30

8

-20

5.0

- ! 0 . 2 5

0.70

H y d r o s t a t i c Resistance ( p s i )




82

56283

R e s u l t

28.8

1.27

85.2 x 78.8

604 x 613

40.6 x 37.6

9.2 x 8.5

PASSED

3.2 x +0.5

0.10

0.6

Formula Used Previously Tested


PASSED 120

Test Method

ASTM D1593 *

ASTM D792

ASTM D882

ASTM D882 c

ASTM D882 »-

ASTM D1004 .

ASTM D1790

ASTM D1204 (100OC 15 min.)

ASTM D3083

ASTM D1203

ASTM D751 METHOD A

Dec. 17, 1993

Date CBA 005

i: P.O. BOX 160. CAMBRIDGE, ONTARIO NIR 5T6 TELEPHONE (519) 623-1630 FAX (519) 740-2977

— _ _ : vv CANADIAN GENERAL^ TOWER

^ L I M I T E D

r e r h i f i c a t . i o n R e s u l t s : containment L i n e r s

mm

Polyvinyl chloride

Property

Thickness (mils)

S p e c i f i c Gravity (min)

Tensile ( l b s , min)




Low Temperature (F)





N.S.F. Spec Spe c i f i e d

30.0 28.5 1.20

69

325

30

8

-20

5.0

0. 25

0.70


( p s i )

CGT I d e n t i f i c a t i o n No.:

CGT Lot No.: P3538A


82

56283

T e s t i n g Supervisor

R e s u l t

28.8

1.27

85.5 x 77.0

609 x 634

39.9 x 36.2

9.2 x 8.3

PASSED

2.5 x +0.5

0.07

0.6



PASSED 120

Dec. 17, 1993

Date

Test Method

ASTM D1593 ^

ASTM D792

ASTM D882 S

ASTM D882 ^

ASTM D882 /

ASTM D1004 i

ASTM D17 90

ASTM D1204 (100oC 15 min.) (

ASTM D3083

ASTM D1203 i

ASTM D751 , METHOD A 7

CBA 0 0 5 0 9 8 7

HEAD OFFICE: P.O. BOX 160. CAMBRIDGE, ONTARIO N1R 5T6 TELEPHONE (519) 623-1630 FAX (519) 740-2977

CBA 005 09S8

/^RLOO uninGS,inc. FACTORY SEAM QUALITY CONTROL REPORT

TESTER

MATERIAL TYPE:

DATE: /*//(>/9* JOB NUMBER: &?AJ/*"l£udC fr*

SHEET / OF 1

TEST RESULTS

OPERATOR END

±1"

INSPECTOR END

SHEAR OR

PEEL S P

PANEL

NO. TIME DATE

HEAT SEAL BAR

M—r*-

t I ±1"

AVG.

MACHINE SETTINGS

H AMPS RF

1ft 0>7.^ 1iJ M.I

Vf.6

COMMENTS: MACHINE SETTINGS

H C AMPS RF

AVG. 3.S" I J.r

SHEAR PEEL

AVG. 36>

. rvio . Cnoinn PA onKRO . (714\ RPR-nftfi7 • Telex 6971379

FEB 18 '94 03:48PI1 CONTI P. 3 /4

PALCO Limncs, inc. RECEIVED

February 3, 1994

Mr. Len Nicaretta Conti Environmental 3001 South Clinton Avenue South Plainfield, NJ 07080

RE: Ciba Giegy Cell No. 1

Dear Len,

Enclosed please find the actual s o i l burial test results for the 3 0 mil PVC lin e r .

The water extraction property test result and the NSF standard 54 specification noted on the Canadian General-Tower certification i s missing the negative sign as this i s an extraction test.

Please feel free to c a l l me i f you have any questions regarding this matter.

Yours truly,

Regional Sales Manager PALC0 LININGS, INC.

FXT/kew

0989 CBA 005

7571 Santa Rita Circle • P.O. Box 919 • Stanton, CA 906S0 • (714)898-0867 • FAX #(714) 891-4937 2624 Hamilton Blvd. • R0. Box 526 • South Plainfield, NJ 07080 •(908) 753-6262 • FAX* (908) 753-5737

r . a^<4

ASTM mots fOi, UMAU TEST «iULT$ CAHADIAN MNBIM. TQW8*

P V C O E O U M I A K S

•frtmMPti7 ( i t82

ttWlinCATION

LPT onecrtow fTAfSMJtD

6041 86283 f>O7B0A

30 MOOUUM

«0.10

-3.88 •147 1.11

-3^7 • i 3.83

i

6041 86283 f>O7B0A

30 MOOUUM

- * J 3 •&11 «*J4 •W5 HL44 •8,48

•8,5* • 0.82

! i

>

6041 86283 f>O7B0A

30

M M M fmn iYMT

low 9,00 •7.00 -1.00

•10.00 -1.00 •1,00

•3.00 S.0O

i

6041 86283 f>O7B0A

30

M M M fmn iYMT

TRAMS

0.00 1.00 2.00 100

-0-80 ; 4.00 •

6041 86283 f>O7B0A

30

M A X

VTMU \om i"7a

-4.W 1,71

4.33 ISO

1.47* ' 3.22

l

t

1

86283 f>O7B0A

30

HUNi -4.88 -1.48

•0.84 •0.76 -0.T8

""' -t.43 z.27 "

CBA 005 0990

CANADIAN GENERAL—TOWER LIMITED

CONTAINMENT LINER MATERIAL LIMITED WARRANTY

PROJECT: Ciba-Geigy Cell 1 Closure

APPROXIMATE SIZE: 250,292 SF 30 mil PVC Liner

INSTALLATION DATE: May 15. 1994

Canadian General-Tower L i m i t e d (CGT) warrants t h a t the l i n e r m a t e r i a l t o be used i n t h e above referenced p r o j e c t w i l l perform s a t i s f a c t o r i l y when i n c o r p o r a t e d i n t o a l i n e r t o be used f o r the containment of the aqueous e f f l u e n t which i s defined as f o l l o w s according t o the c o n d i t i o n s s e t f o r t h i n any a d d i t i o n a l paqes of t h i s agreement:

CGT f u r t h e r warrants t h a t the m a t e r i a l , i f p r o p e r l y f a b r i c a t e d and i n s t a l l e d , w i l l have a u s e f u l s e r v i c e l i f e f o r a p e r i o d of _ 2 0 — years p r o v i d i n g t h e l i n e r m a t e r i a l i s continuously p r o t e c t e d against weathering exposure and mechanical damage a t a l l times w i t h a covering of s o i l o r e q u i v a l e n t t o a minimum of 12 inches' I n a d d i t i o n , t he maximum e f f l u e n t temperature i s not t o exceed a m b l e n t a n d the pH of the e f f l u e n t i s t o be maintained between

4 and 9

This warranty does not cover damage caused by mechanical, p h y s i c a l or other e x t e r n a l f o r c e s or damage caused by s o l u t i o n s of g r e a t e r concentrations than the one d e f i n e d above.

This warranty i s s u b j e c t t o the f o l l o w i n g :

1. This warranty i s c o n d i t i o n a l upon (a) normal use and s e r v i c e of the l i n e r f o r t h e purpose and i n the manner f o r which i t i s designed and manufactured, (b) i n s t a l l a t i o n of the l i n e r on preconsolidated s o i l , f r e e o f sharp p r o t r u s i o n s , (c) proper s e a l i n g , f a b r i c a t i n g and i n s t a l l a t i o n of the l i n e r , and (d) the l i n e r being covered on the sides and bottom w i t h 12 inches of s o i l or e q u i v a l e n t a t a l l times a f t e r i n s t a l l a t i o n D eviation from any of these c o n d i t i o n s w i l l v o i d t h i s warranty.

2. CGT s h a l l not be r e s p o n s i b l e f o r damage t o the l i n e r due t o ex t e r n a l agents, i n c l u d i n g but not l i m i t e d t o , damage r e s u l t i n g from exposure of the l i n e r t o harmful chemicals-abuse by machinery, equipment or people; excessive pressure or st r e s s from any sources; or acts of God, casualty or catastrophe, such as, b ut not l i m i t e d t o , unusual storms or other weather c o n d i t i o n s , f l o o d i n g , earthquakes, f l o a t i n g d e b r i s i n s e c t s or animals. '

3. Upon breach of warranty, CGT's sole l i a b i l i t y s h a l l be, a t i t s o p t i o n , e i t h e r t o (a) r e p a i r t he d e f e c t i v e m a t e r i a l ' or (b) supply the owner w i t h r e p a i r or replacement m a t e r i a l , charqinq the owner only f o r a p o r t i o n of t h a t m a t e r i a l ( a t the then-

current, price; i n proportion to the portion of the 20 year warranty period t h a t has elapsed since the i n s t a l l a t i o n date. In no event, however, s h a l l CGT's l i a b i l i t y under t h i s warranty exceed an amount equal to the sales pr i c e of the defective portion of the l i n e r m u l t i p l i e d by a f r a c t i o n , the numerator of which s h a l l be the number of years remaining i n the 20— year warranty period and the denominator of which s h a l l be 20

To enable CGT technical s t a f f to properly determine the cause of any alleged defect and t o take appropriate steps t o e f f e c t timely corrective measures, i f such defect i s w i t h i n the warranty, any claim f o r alleged breach of warranty must be made and presented t o CGT w i t h i n 30 days a f t e r the alleged defect i s f i r s t noticed, or a l l warranties w i l l be deemed t o have been waived by the owner.

This warranty s h a l l come i n t o e f f e c t only upon payment i n f u l l t o CGT of the purchase pri c e of the o r i g i n a l l i n e r m aterial.

THERE ARE NO WARRANTIES GIVEN BY US TO YOU WITH RESPECT TO THE MERCHANDISE COVERED HEREWITH OTHER THAN THOSE SPECIFICALLY DESCRIBED HEREIN. .THOSE WARRANTIES ARE IN THE PLACE AND INSTEAD OF THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR USE. In no event shall CGT be l i a b l e f o r any special, in c i d e n t a l or consequential damages f o r , r e s u l t i n g from, or i n connection w i t h , any breach of warranty or any loss r e s u l t i n g from use of the l i n e r by the owner. CGT does not assume nor authorize any person t o assume f o r i t , any other or additional l i a b i l i t y of any kind i n connection with the sale of the l i n e r t o the owner or the owner's use of the l i n e r .

CANADIAN GENERAL-TOWER LIMITED

BY:

TITLE:

DATE:

ACKNOWLEDGED AND ACCEPTED

(Name of Owner)

BY:

TITLE:

DATE:

NONWOVEN GEOTEXTILE / GEOCOMPOSITE DRAINAGE LAYER

Hoechst Celanese

C g R T T P I C A T E O F C O M P L I A N C E Tschnlcel Fibers QrOUP (COM-9-4^093). Hoochat Cetaneee Corporafton

Spunbond Bushmt Unit Post Office Box 5650 Spartanburg, SC 29304-5650

March 14. 1994 003 579 5007 Toll Free 1 800 845 7597 Fax 803 579 5930

TRACY FLUID SYSTEMS SUITE 300 1245 CORPORATE BOULEVARD AURORA I L 60504

HOECHST CELANESE ORDER NO. CUSTOMER ORDER NO. SPECIFICATION NO. PROJECT NO.

Manufacturer i Hooch*t Celanese Corporation Product. Descriptions tlonwovan, Needlepunched Continuous Filament.

200 Percent Polyester

Product: Identificationt 1120

This l e t t e r i s to state that the TREVIRA* Spunbond fabric specified above complies with published physical property data. Actual test values aze attached.

:k Hodge S STATE OF SOUTH CAROLINA

*cer Quality control COUNTY OF SPARTANBURG TREVIRA*) Spunbond SWORN TO BEFORE ME THIS Hoechst Celanese Corporation 14TH DAY OP MARCH 1994.

JWH/lm 'NOTARY PUBLIC FOR SOUTH CAROLINA ODI P i l e MY COMMISSION EXPIRES APRIL 1997

PLKAIK memoes anrrjrTcvr* i n . MO-> i r KM BAVI OVUTICK* u » i «HHC THU W i n <M»-97»-»J*l| .

Hoechst IB

CBA 0 0 5 0 9 9 4

TEXISZ 111200 U/OS/SI - lt/M/M LOTI 211-3-117 11/M/I3

I MAI,TENSILE 1 / J MTU

COEF 1 l i t I I I , 1 / Kuim rune PEW | SfKlKAtE |

ROLL RO. VEIOHT VAR THICK 1 STR HOMO ST*/ EIO1I0I RATIO [TRAPEZOID TEAM WIST S/K* mi EOS 1 1200 C |

02/YD2 Z MILS | LIS Z LIS 2 f S/V \ us LIS 1 PSI IBS 772 1 7 z 1 02/YD2 | HD HO CO CO | CD \ «0 CD 1 VERT 1 l»

33105)1)1 1.1 7.7) 14 231 71 113 M ?& 70 311 31 172 100 « •

2I10S910S 1.2 4.31 H 221 73 lit Ww t l (3 311 ltt • • •

231t$S)27 (.1 (.13 31 127 73 111 9 9 74 ft 331 3) « • * •

inmm (.2 4.49 13 220 77 Uf 13 71 fS 310 IS * » • • 2319(1*70 (.1 3.IS Of 132 7f 117 01 7) ft 333 30 -• • • • 2310SSIIS f.2 S.14 If 211 74 11) 1V • * 7f ff 37» )) 15) • • • 231010017 (.0 S.IS If 211 77 110 wi • 71 S3 317 111 * • • 2110S0024 f.2 7.51 • • • 118 IS • • 320 • • • •

AVERAfiE: f.2 I.M 1) 22S 71 11) 12 0.00 71 ffi 322 If iff 100 1.0 t . l

ST DfV i 1.1 1.4f S.2 f . l 1.8 6.) 2.0 1.00 3.S 2.f ).0 S.7 S.2 I.I e.o 0.1 «.l 3.11 13 21) 73 110 71 0.00 71 f3 310 IS IS) 100 1.0 0.0

KAXIMMt f.2 7.73 If 211 77 137 IS COO tl 70 33f 111 172 190 0.0 0.0 10 013.: • • 7 7 7 1 0 0 7 7 1 7 t 1 I •

KO. ROllSi t

Hoechst Celanese

CERTIFICATE OF COMPLIANCE

.coM-93-597)

AOGUGST 2, 1993

Fibers & FBm Group Hoechst Celanese Corporation Spunbond Business Unit Post Office Box 5887 Spartanburg. SC 29304-5887 8035795551 Toll Free 1 800 845 7597 Telex 9102404053 Fax 803 579 5930

NATIONAL SEAL COMPANY SUITE 300 1245 CORPORATE BOULEVARD AURORA IL 60504-6419

HOECHST CELANESE ORDER HO. 25817788 CUSTOMER ORDER NO. 9998/6T SPECIFICATION NO. PROJECT NO.

Manufacturer: Hoechst Celanese Corporation Product Description: Nonwoven, Needlepunched Continuous Filament,


Product Identification: 1120 —

This letter is to state that the TREVIRA® Spunbond fabric specified above complies with published physical property data. Actual test values axe attached. Immaterial has been continuously inspected for the presence of needles and no needles were detected.

Sincerely,

TJajft/Hodge lager Quality Control

TREVIRA® Spunbond -Hoechst Celanese Corporation

JWH/nm cc: File

68817

STATE OF SOUTH CAROLINA COUNTY OF SPARTANBURG SWORN TO BEFORE ME THIS 2ND DAY OF AUGUST 1993.

)R SOtJTH CAROL! NOTARWSUDLIC FOR SOUTH CARoLTKS MY COMMISSION EXPIRES OCTOBER 1998.

Fax - 708-898-2567

FLEA5I u m » C I CIKTIFICATI (OCN. WO.) Xt T0U «JW« OUWTIOU CWC«rHlC THIS WTTM (•QV»7»-S3«1).

Hoechst E

CEiA 0 0 5 0 9 9 6

m m 111/211 •7/23/11 - IT/2S/33 LOII 2II-1-K1 •7/2(/)l

3SSS»SSSSSSS33SS33SSS3SSSSSSa

1 6111 TH3ILI 1 IATI1

coir 1 B1I 1 sti

BII 1 mm PIIC Pill | SIIIIIJ

1011 10. men Til met 1 B1I 1 sti IL0I6 STI uoie | 1ATI0 IIUPIIOID mil HIST 5/1C CPI/ I0S | 1291

0Z/YD2 t MILS 1 US t US 3 1 s/i I US US | PSI US PT2 1 t 1 IB D CD CB 1 CB 1 IB CB | mi

•SSSSS 1 ID

ssssssssassssssssssssra «ssssm srsssrss* i " •

23114(1(7 (.2 - 4.IS )1 22( 7( 1)4 7) • 71 (( 315 1(5 174 70 •

231(4(311 • (.2 (.(( )4 213 73 1(4 7( • 19 7) 132 . )) » • •

23104(924 (.3 (.13 )3 227 74 1)2 (1 • . 7) 73 307 )( • • •

23144(341 (.1 4.53 07 217 74 1(4 13 • 11 71 322 32 lit 70 •

23144(331 (.0 7.43 (5 214 73 1(0 10 • 11 75 324 101 • • •

211(4(334 (.0 4.S3 17 212 70 17( (( 91 7) 301 (7 • • •

231(4713) (.1 3.12 (( 221 () 172 7( • 70 () 315 1(3 • • •

231047044 (.3 4.(0 )2 225 72 1)1 S3 • 72 (5 342 100 « • •

231(47171 (.2 5.14 101 232 72 1)( (2 • 74 (1 352 92 • • •

211047(72 (.1 (.03 S( 111 70 204 (1 • 71 (3 316 104 • • • •

231047110 (.2 (.(( 91 21) 72 1)2 7) • 72 (1 345 10( • • •

231047111- (.2 3.26 90 215 70 110 7( . 70 75 345 1(2 * • • •

231047146 S.3 5.14 1) 217 l( 1(1 101 • 73 (1 334 )7 176 70 •

C t CD

Avmci: (.2 5.54 90 220 74 lit (2 0.00 77 71 321 )) 173 70 0 0 0 0

ST DET : 0.1 1.35 4.3 (.5 4.6 3.0 (.3 0.00 (.9 5.0 16.0 5.1 4.2 0.0 0 0 0 0

IIIIlOl: S.S 3.12 (5 212 () 172 76 0.00 70 (3 300 17 161 70 0 0 0 0

IAZI1U1: (.3 7.43 101 232 !( 204 -101 0.00 31 7) 352 106 176 70 0 0 0 0

10 OBJ.: 11 13 13 11 13 13 13 0 13 13 13 13 3 3 0 0

10. B0LL5: 13

V CBA 005 0997

Hoechst Celanese /

C E R T I F I C A T E OP COMPLIANCE (COM-93-374)

June 3, 1993

NATIONAL SEAL COMPANY SUITE 300 1245 CORPORATE BOULEVARD AURORA I L 60504-6419

Fibers A FHm Group Hoechst Celanese Corporation Spunbond Business Unit Post Office Box 5887 Spartanburg. SC 29304-5887 8035795551 Toll Free 1 800 845 7597 Telex 9102404053 Fax 803 579 5930

HOECHST CELANESE ORDER NO. 25817285 CUSTOMER ORDER NO. 9998/3T SPECIFICATION NO. PROJECT NO.

Manufacturer: Hoechst Celanese Corporation Product Description: Nonwoven, Needlepunched Continuous Filament,


Product Identification: 1120

This letter i s to state that the TREVIRA® Spunbond fabric specified above complies with published physical property data. Actual test values are attached. The material has been continuously inspected for the presence of needles and no needles were detected.

Sincerely,

Jajck Hodge Manager Quality' Control TREVIRA® Spunbond Hoechst Celanese Corporation

JWH/dq cc: F i l e

STATE OF SOUTH CAROLINA COUNTY OF SPARTANBURG SWORN TO BEFORE ME THIS 03rdDAY OF JUNE 1993.

NOTARY PUBLIC FOR SOUTH CAROLINA MY COMMISSION EXPIRES OCTOBER 2002

PLEASE REFERENCE CERTIFICATE (COM. NO.) IF YOU HAVE QUESTIONS CONCERNING THIS LETTER (I01-S79-5M1) .

V Hoechst IB

TEX130 011/200 11/13/92 - 11/16/92 LOT! 200-3-130 11/17/92

ROIL NO. CO

HT YA D2 Z

6RAB TENSILE IKK HU

TH HI

STR EL0N6 STR ELON6! RATIO (TRAPEZOID TEAR) BURST S/l(a 6PM/ EOS i 1200 C LBS Z LBS Z ! S/V 1 LIS LIS ! PSI LBS FT2 I Z z HD HO CO CO 1 CO 1 HO CD ! VERT ! HD CD

234 19 194 77 0.39 79 77 3(0 108 14S 70 230 tS 200 76 0.43 73 74 326 101 • 239 (8 200 76 0.42 79 72 344 / 104 14S 70 239 71 203 77 0.43 83 77 ... i 104 . 236 66 200 74 0.42 83 86 341 104 232 68 194 75 0.42 74 77 358 106 232 (5 203 76 0.45 83 72 347 104 230 (6 194 73 0.42 83 72 351 no 234 64 200 74 0.42 81 77 338 99 149 70 232 66 203 75 0.43 83 81 327 106 241 67 205 75 0.43 81 77 346 104 234 (8 205 77 0.43 81 72 329 106 230 69 196 77 0.42 88 74 359 108 236 69 194 76 0.41 83 81 331 101 239 69 205 79 0.44 88 79 345 99 146 70

234 67 200 76 0.42 82 76 343 104 147 70 0.0 0.0 3.7 1.9 4.4 1.5 0.01 3.5 3.9 11.3 3.2 1.7 0.0 0.0 0.0 230 64 194 73 0.39 74 72 326 99 145 70 0.0 0.0 241 71 205 79 0.45 88 86 360 no 149 70 0.0 0.0 15 IS 15 15 15 15 IS 15 15 4 4 0 0

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!

23111612 23111615 23111641 23111(45 23111662 23111(88 23111700 23111729 23111750' 23111772 23111818 23111870 23111905 23111951 23112002

AVERA6E: ST OEV : MIMIMUM: MAXIMUM: NO OBS.: NO. ROLLS:

CBA 005 0999

Hoechst Celanese

CERTIFICATE OF COMPLIANCE rrnu-Q*-V7?l Fibers 4 FUm Group

,VWn 71 11 t i l ' Hoechst Celanese Corporation Spunbond Business Unit Post Office Box 5887 Spartanburg. SC 29304-5887 803 579 5551

, Toll Free 1 800 845 7597 J u l y 27 , 1993 Telex 9102404053

Fax 803 579 5930


HOECHST CELANESE ORDER NO. 25818561 CUSTOMER ORDER NO. 9998/OT SPECIFICATION NO. PROJECT NO.

Manufac tu re r : Hoechst Celanese C o r p o r a t i o n Product D e s c r i p t i o n : Nonwoven, Needlepunched Continuous F i l amen t ,

100 Percent Po lyes t e r

Produc t I d e n t i f i c a t i o n : 1120

Th i s l e t t e r i s t o s t a t e t h a t the TREVIRA® Spunbond f a b r i c s p e c i f i e d above complies w i t h p u b l i s h e d p h y s i c a l p r o p e r t y d a t a . A c t u a l t e s t values are a t t a ched . The m a t e r i a l has been c o n t i n u o u s l y i n spec t ed f o r the presence o f needles and no needles were de t ec t ed .

Hodge Quality Control

TREVIRA® Spunbond Hoechst Celanese Corporation

JWH/mm cc: File

STATE OF SOUTH CAROLINA COUNTY OF SPARTANBURG SWORN TO BEFORE ME THIS 27TH DAY OF JULY 1993.

^U- x , PUBLIC FOR SOUTH CAROLINA SSION EXPIRES OCTOBER 1997.

N6TARY/ MY C01

Fax - 708-898-2567

NJUVSS U r i U M C I CIRTIFICAII (COM. HO.) I T YOU BAY! QUESTIONS COHOnCING THIS LITTER ( 8 0 3 - 5 7 » - 5 3 * l ) .

Hoechst LB

TEX1C1 111/211 •7/21/11 - •7/2S/J1 LOT* 200-3-1*1 17/24/93

SSSSSSSSXSSSSSSSSSS—S3SSSSS3

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23104(901 (.2 (.(4 94 213 73 1(4 76

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23104(3)4 (.0 4.95 (7 212 7) 17( 16

231047(3) (.3 3.12 l( 22S () 172 7(

221047044 (.3 4.10 92 225 72 191 13

231047071 (.2 5.(4 101 232 72 196 12

231047072 (.1 (.41 t( 21S 71 2(4 11

211047110 (.2 4.(1 91 21) 72 1)2 7)

231047111 (.2 3.26 90 215 70 1S( 78

231047144 5.) 5.14 1) 217 (( 111 101

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11 75 124 101 • 91 79 300 . 17 •

70 69 315 103 •

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71 63 336 104 • •

72 61 345 106 • •

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6.9 5.0 16.0 5.8 4.2 0.0

70 63 300 87 168 70

91 79 352 106 176 70

13 13 13 13 3 3

| SI1IIU6I I | 1211 C I I S X I I ID CD I

»

AVIJAGI: ST DIT : 11X1101: IAZII01: 10 OBS.: 10. 10LLS:

(.2 (.1 5.9 6.3 13 13

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1.35 4.3 6.5 4.6 9.0 6.3

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7.41 101 232 16 204 "101

11 11 13 13 13 13

0.00 0.00 0.00 0.00

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t

Hoechst Celanese

CERTIFICATE OF COMPLIANCE frOM-93-5071 Fibers & Film Group

Hoechst Celanese Corporation Spunbond Business Unit Post Office Box 5887 Spartanburg, SC 29304-5887 803 579 5551

, 0 , « „ , T o " F r e e 1 800 845 7597 J u l y 8 r 1993 Telex 9102404053

Fax 803 579 5930


HOECHST CELANESE ORDER NO. 25818312 CUSTOMER ORDER NO. 9998/8T SPECIFICATION NO. PROJECT NO.

Manufacturer: Hoechst Celanese Corporation Product Descr ip t ion: Nonwoven, Needlepunched Continuous Filament,


Product Idant l f i .cat i .on: 1120

This l e t t e r i s to s t a t e that the TREVTRA® Spunbond f a b r i c s p e c i f i e d above complies with published p h y s i c a l property data . A c t u a l t e s t values are attached. The mater ia l has been continuously inspected for the presence of needles and no needles were detected.

S i n c e r e l y

inager QualityControl TREVIRA® Spunbond Hoechst Celanese Corporation

JWH/mm cc: File

Fax - 708-898-2567

STATE OF SOUTH CAROLINA COUNTY OF SPARTANBURG SWORN TO BEFORE ME THIS 8TH DAY OF JULY 1993.

.4 A/tLM&nJ ' PUBLIC FOR SOUTH CAROLINA

SSION EXPIRES OCTOBER 1998,

PLEASE REFERENCE CERTIFICATE (COM. NO.} I f YOU HAVE QUESTIONS CONCERN IMG THIS LITTER <»01-579-5Jil) .

Hoechst B

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I . FlU/D SYSTEMS

January 3, 1994

Mr. Lenny N i c a r e t t a CONTI ENVIRONMENTAL, INC. 3 001 South C l i n t o n Avenue South P l a i n f i e l d , NJ 07080


BILL OF LADING # F-1311 & F-1313

V

Dear Mr. N i c a r e t t a :

Attached i s the C e r t i f i c a t e of ' Compliance f o r TEX-NET® TN3002/1120 geocomposite, shipped December 17, 1993, t o Ciba-Geigy.


W. Traoy Tanner Regional Sales Engineer

WTT/plr Attachment

CBft 005 1006


' to-'* '*•.••- :•

I

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FLU/D SYSTEMS

POLY-NET® PN3000 PRODUCT DESCRIPTION

POLY-NET® is a profiled geonet manufactured by extruding two sets of polyethylene strands to form a diamond shape drainage material. The resulting net provides superior planar water flow, is inert lo biological attack, naturally encountered chemicals, alkalies, and acids and is resistant to UV light exposure. POLY-NET PN3000 conforms to the property values listed below.

PROPERTY METHOD UNITS 0UAL1MER VALUE

Roll Length - ft Nominal 300

Roll Width - ft Nominal 7.54& 14.5

Thickness ASTM D1777 . / inches Minimum 0.200 """

Area per Roll - ft 2 Nominal 2262 & 4350

Weight per Roll - lbs Nominal 370 & 705

Mass per Unit Area ASTM D3776 ^ (Option Q

lbs/ft2 Minimum 0.162

Carbon Black Content ASTM D1603 ^ percent Minimum 2.0 '-''

Resin Density1 ASTM D 1 5 0 5 ^ g/cm3 Minimum 0.94 ^

Melt Flow Index ASTM D1238 (Condition E)

g/10 min. Maximum 1.0

Tensile Strength (Machine Direction)

ASTM D1682 (Modified)

lb/in. Minimum « L...y

Transmissivity2 ASTM D4716" X mVsec Minimum 1 x 103 <--

(gradient = 1.0 at 15,000 psf)

1 Fully Compounded

2 Measured between two steel plates one hour after application of the confining pressure in the machine direction

I I

p B A 0 0 5 1 0 0 7

Hoechst Celanese

Fibers & Film Group Hoechst Celanese Corporation Spunbond Business Unit Post Office Box 5887 Spartanburg, SC 29304-5887 803 579 5551 Toll Free 1 800 845 7597 Fax 803 579 5930

pROprjCT DF-SrHTPTIOW FOR

JPFVTRA* SPrrNBOND TYPE 1120

A ™ " S F u S J S S " E S O S U R X . TREVIRA. SPUKBOHO TYPE 112. CO ORM TO TOE PROPERTY VALUES LISTED H THE FOLLOWING TABLE:

FABRIC WEIGHT

THICKNESS

CRAB STRENGTH (MD/CD)

CRAB ELONGATION (MD/CD)

TRAPEZOID TEAR STRENGTH (MD/CD)

PUNCTURE RESISTANCE (5/16")

MULLEN BURST STRENGTH

VFPTTCAL WATER FLOW g 2" HEAD

COEFFICIENT OF PERMEABILITY, k

AOS (MOD. TO 10 MIN.)

OZ/YD*

MILS

LBS

%

LBS

LBS

PSI

GPM/FT1

CM/SEC

SIEVE SIZE

ASTM D-3776

ASTM D-1777

ASTM D-4632

ASTM D-4632

ASTM D-4533

ASTM D-&833

ASTM D-3786

ASTM D-4491

ASTM D-4491

ASTM D-4751

VAjJIEi

MINIMUM I£il VALUES

6.0

90

230/180

75/85

80/75

95

320

170

.52

70/100

5.7

75

160

60

60

80

275

130

.33

70 I/'

MD - MACHINE DIRECTION CD - CROSS MACHINE DIRECTION

1) THE VALUES LISTED ARE AVERAGE VALUES.

(S1120.WP) NOVEMBER 12. 1990

Hoechst M CBA 005 1008

I va.

STRAIGHT BILL OF LADING ORIGINAL - NOT NEGOTIABLE

,4 NO.

v m i i j

ORDER NO. F-35^-107

(JAMEOFCARniER. FREDRICK

TO-1 CONSKSNES

STREET

DESTINATION

' ROUTE

CONTI ENVIRONMENTAL, INC. C/O 'CIBA GtltiV

-CELL1 NO. 1 CAPPING SYSTEM TOUfE V , WEST TOMS RIVtk/ NJ Utf/b5

FROM: SHIPPER FLUID SYSTEMS, INC.

STREET 1255 MONMOUTH BLVD.

OWGIN GALESBURO, ILLINOIS 61402-1448

LENNY NICARETTA 908-91M-2564 NO. SHIPPING

UNITS' :'

ig^OLLS

HM

KINO OF PACKAGING. DESCRIPTION OF ARTICLES SPECIAL MARKS AND EXCEPTIONS

TR3D027TT20

~ WEIGHT / SUOJECT TO VCORBECTION

.Sp.FpTj

ID NO. <

TN31

SIZE

• LENQTH I •

i I

T:'t

WIDTH SF WT

;REMIT :C.O.D. TO: •'ADDRESS

M w i d * " fe' »tM»n»ro£ «cwr<J>rn lo IM wpneaM

• lev in*

ID NO. SIZE

LENGTH • WIDTH SF

IV

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1 2. 17. 93 02 : 06 PM

CBA 005 1009

PACKING LIST F-353-107

19 3002/1120 A*-.5'

1 277 14-50 4017

3 £ 7 4 14. 50 3973

s 300 14. 50 4350 7 300 14 .50 4350 9 280 14.50 4060

11 2*9 14 .50 3901 13 300 14 .50 435© 15 300 14. 50 4350 17 300 14.50 4350 19 300 14 .50 4350

C30T7517-3I19O12B& C30T7303-311B0O7B& C30T0935-3I15001B6. C30T0935-3I14009B6 C30T0935-3I18015B& C30T7S05-312000&B6 C30T7516-3115O04B8 C3OT0935-3I18014B6 C30T7516-3I19009B6 C3OT0935-3I14011B6

L & /Si/

) 2 282 14 .50 4089 C30T093S-3I09010B€>

1 4 285 14 .50 4133 C30T751 fc-3115005B6 1 1 €v 295 14 .50 4278 C30T73O3-311500&B&

• 1

a 254- 14 .50 3fcS3 C30T0935-3110005B€> I 10 253 14 .50 3669 C30T780S-3I20014B6 t 12 300 14 .50 4350 C30T0935-3109009B& 1

I 14 301 14. 50 4365 C30 T0935-3115003B& J 16 300 14. 50 4350 C3010935-3110002B&

1 I S 30© 1 4 . 5 0 4350 C30 T0935-3109015B6

*»»!-''

TBAH-EO NO!

SEAINO

2200 STRAIGHT BILL OF LADING

ORIGIMAl-NOT NEGOTIABLE

F 1313

F-353-107

CWSIGNEE CONTI ENVIRONMENTAL/ INC • —&(yin&r&jw ISTREET .f^tLl^JO 4-^APP4TNG-S¥STB4

FLUID SYSTEMS, INC.

STREET 1255 MONMOUTH BLVD.

ORIGIN QALESBURG, ILLINOIS 61402-1448

LfiARRECTtON / SQ FEET

-76997-'.-

ID NO. ' - j LENGTH :: 1 WlOTH

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COD

Setter, ol w Owiiwim ol Tr»r»po<ui««.

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CO D. FEE: PREPAID • * i":tH I ECT • TOTAL CHARGES

Mimui »«.»• cx ,

1 is„, •

PACKING LIST F-3S3-1G7

19 TN3002/11S0 14.5'

3 4 5 6

#7 B 9 1®

* 1 1 # 12

13 14

# IS ¥ 16 # 17

IB:

£70 14. 50 3915 285 14. 50 4133 £49 14. 50 361 1 272 14. 50 3944

£94 14, S» 4263

£98 14.30 4321

290 14. 50 4205

300 14. 50 4350

300 14. 50 4350

£57 14. 50 3727

300 14. 50 4350

300 14. 50 4350

300 14. 50 4350 £63 14. 50 3B14

300 14. 50 4350

150 14. 50 2175 300 14.50 4350

282 14.50 4089

300 14. 50 4350

C30T7303-C301 7303-C30T7303-C30T7303-C30T7303-C3010933-C30T0935-C30T7517-C30T0935 C30T0935-C30T7303-C3010935-C30T7316' C301O935' C30T0935 C3010935 C30T0935 C30T0933 C30T093S

3116012 3116010 3118001 3117008 3116006 3117006 3I1500,£ •3115009 •3109012 •3110001 •311500: •3I090U •311200* •310901/ -31100K •311 Attic -311300" -311500; -311000'

t •

CBA 005 101:

it \ i at ni•ie »M pnt

FLUID SYSTEMS RECEIVED JAN 3 1994

December 20, 1993

TEX-NET CERTIFICATE OF ANALYSIS

P

Customer: CONTI ENVIRONMENTAL, INC. P.O. // 94159-7825

Project: CIBA-GEIGY

Ship Date: December 17, 1993

P.O. Number: 4065

Order Number: F-353-107

Type: TN3002/1120

Bill(s) of Lading: F-1311 & F-1313

The Tex-Net referenced above was manufactured using first quality Poly-Net and Trevira. The Poly-Net meets all of Fluid Systems specifications for Poly-Net. The geotextile has been certified by Hoechst Celanese to meet all of their specifications for Trevira geotextiles.

The Tex-Net was tested for percent adhesion, ply adhesion strength and thickness according to Fluid Systems specifications. The values are reported on the following pages:

FLUID SYSTEMS

Michael L. Ross Asst. Quality Control Manager

CBA 005 10

32 Triangle Park Drive • Suite 3201 • Cincinnati, Ohio 45246 • Phone: 513/771-5656 • 800/346-9107 • Fax: 513/771-4844 n 525 Reactor Way • Reno. Nevada 89502 • Phone: 702/856-2232 • Fax: 702/856-2234 ^

Page No. 1 12/20/93

ORDER NUMBER: STOCK

TEX-NET QUALITY CONTROL TEST DATA

TYPE: TN3002/1120

DATE OF MANUFACTURE

09/09/93

09/10/93

09/12/93 09/14/93

09/15/93

09/16/93

09/17/93

09/18/93

09/19/93

09/20/93

ROLL NUMBER

3I0909B6 3I0911B6 3I0913B6 3I0915B6 3I1002B6 3I1004B6 3I1006B6 3I1016B6 3I1205B6 3I1407B6 3I1409B6 3I1411B6 3I1501B6 3I1503B6 3I1505B6 3I1507B6 3I1509B6 3I1511B6 3I1513B6 3I1515B6 3I1601B6 3I1605B6 3I1607B6 3I1609B6 3I1611B6 3I1615B6 3I1705B6 3I1707B6 3I1711B6 3I1802B6 3I1804B6 3I1806B6 3I1812B6 3I1814B6 3I1901B6 3I1907B6 3I1909B6 3I1911B6 3I1913B6 3I2005B6 3I2007B6 3I2009B6 3I2011B6 3I2013B6

PLY ADHESION (pp i )

TOP BOTTOM

PERCENT ADHESION

TOP BOTTOM

3 . 3 . 6 . 2 . 3 . 7 . 3 . 3 . 2 . 4 . 3 . 3 . 3 . 2 . 2 . 2 . 2 . 3 , 2 . 2 . 2 2 3 4 4 3 2 2 2 3 3 2 2 3 2 2 2 2 3 8 3 6 4 5

9 7 1 8 8 1 1 1 3 1 0 6 6 7 5 5 0 5 0 7 . 9 ,4 .4 .2 . 9 . 1 .0 .5 .0 .4 .6 .6 .3 .5 .5 . 8 .2 .6 .1 .2 .0 .2 .5 .3

2 . 2 . 2 . 3 . 3 . 2 . 2 . 2 . 3 . 3 . 3 . 2 . 2 . 2 . 2 . 5. 3 . 3 . 4 . 3 , 2 2 2 4 2 2 2 5 2 3 4 4 2 2 4 2 3 4 4 6 4 5 3 3

7 6 5 6 4 6 3 7 3 6 3 4 8 4 2 1 3 3 5 9 , 1 , 0 . 6 .1 . 8 .2 . 0 .6 .4 .3 . 0 .1 . 1 . 9 .6 .5 .5 .4 .6 .1 .3 .2 . 8 .9

98 97 98 98 99 98 98 99 97

100 99

100 99 99 97 97 99 99 99 98

100 99 99 99 99 99 99 99 99 99 98 99 98 99 97 97 99 94 98 99 98 98 97 96

97 98 97 97 99 98 97 98 97 99 99 99 99 98 96 96 97 98 99 98 98 98 99 98 98 98 99

100 99 99 99 97 98 98 99 96 96 93 97 98 96 97 97 96

THICKNESS (inches)

0 .3154 0.3116 0.3094 0 .3357 0.3137 0 .3162 0.3197 0.3055 0.3127 0.3123 0.3154 0.3144 0.3021 0.3020 0.3202 0.3210 0.3108 0.3120 0.3132 0.3039 0 .3053 0.3147 0.3102 0.3110 0.3163 0.3151 0.2998 0.2809 0.3003 0 .2873 0.2994 0 .3003 0 .2949 0.2912 0.2906 0.2959 0.3084 0 .3065 0.3082 0.2969 0 .3103 0.3010 0.3085 0 .2996

CBA DOS 014

I W E

I I I I I I I m i i i i i i i

Page No. 12/20/93

CORRELATION OF POLY-NET AND GEOTEXTILE NUMBERS FOR JOB NUMBER - STOCK

XNT NUM MFG DATE NET NUM MFG DATE GEOTEXTILE

TOP BOTTOM

3I0 9 0 9 B 6 3 I 0 9 1 0 B 6 3 I 0 9 1 1 B 6 3 I 0 9 1 2 B 6 3 I 0 9 1 3 B 6 3 I 0 9 1 4 B 6 3 I 0 9 1 5 B 6 3 I 1 0 0 1 B 6 3 I 1 0 0 2 B 6 3 I 1 0 0 3 B 6 3 I 1 0 0 4 B 6 3 I 1 0 0 5 B 6 3 I 1 0 0 6 B 6 3 I 1 0 0 7 B 6 3 I 1 0 0 8 B 6 3 I 1 0 0 9 B 6 3 I 1 0 1 0 B 6 3 I 1 0 1 1 B 6 3 I 1 0 1 2 B 6 3 I 1 0 1 3 B 6 3 I 1 0 1 4 B 6 3 I 1 0 1 5 B 6 3 I 1 0 1 6 B 6 3 I 1 0 1 7 B 6 3 I 1 2 0 1 B 6 I1203B6 I 1 2 0 4 B 6

3 I 1 2 0 5 B 6 3 I 1 2 0 6 B 6 3 I 1 2 0 7 B 6 3 I 1 2 0 8 B 6 3 I 1 2 0 9 B 6 3 I 1 2 1 0 B 6 3 I 1 2 1 1 B 6 3 I 1 2 1 2 B 6 3 I 1 3 0 1 B 6 3 I 1 3 0 2 B 6 3 I 1 3 0 3 B 6 3 I 1 3 0 4 B 6 3 I 1 3 0 5 B 6 3 I 1 3 0 6 B 6 3 I 1 3 0 7 B 6 3 I 1 3 0 8 B 6 3 I 1 3 0 9 B 6 3 I 1 3 1 0 B 6 3I1311B6 3 I 1 3 1 2 B 6 3 I 1 3 1 3 B 6 3 I 1 3 1 4 B 6 3 I 1 3 1 5 B 6 3 I 1 3 1 6 B 6 3 I 1 4 0 1 B 6

09/09/93 09/09/93 09/09/93 09/09/93 09/09/93 09/09/93 09/09/93 09/10/93 09/10/93 09/10/93 09/10/93 09/10/93 09/10/93 09/10/93 09/10/93 09/10/93 09/10/93 09/10/93 09/10/93 09/10/93 09/10/93 09/10/93 09/10/93 09/10/93 09/12/93 09/12/93 09/12/93 09/12/93 09/12/93 09/12/93 09/12/93 09/12/93 09/12/93 09/12/93 09/12/93 09/13/93 09/13/93 09/13/93 09/13/93 09/13/93 09/13/93 09/13/93 09/13/93 09/13/93 09/13/93 09/13/93 09/13/93 09/13/93 09/13/93 09/13/93 09/13/93 09/13/93

310512-4 310512-4 310423-4 310423-4 310510-4 310510-4 310522-4 310522-4 310504-4 310504-4 310503-4 310503-4 310421-4 310421- 4 311003-4 311003- 4 311005-4 311005-4 311010-4 311010-4 311015-4 311015-4 310422- 4 310422-4 311134-4 311132-4 311132-4 311004- 4 311004-4 311205-4 311205-4

311211-4 311211- 4 311219-4 311219-4 311212- 4 311212-4 311204-4 311204-4 311304-4 311304- 4 311305- 4 311305-4 311133-4 311133-4 311009-4 311009-4 311214-4 311214-4 311337-4

09/05/93 09/05/93 09/04/93 09/04/93 09/05/93 09/05/93 09/05/93 09/05/93 09/05/93 09/05/93 09/05/93 09/05/93 09/04/93 09/04/93 09/10/93 09/10/93 09/10/93 09/10/93 09/10/93 09/10/93 09/10/93 09/10/93 09/04/93 09/04/93 09/11/93 09/11/93 09/11/96 09/10/93 09/10/93 09/12/93 03/12/92

09^12^93 09/12/93 09/12/93 09/12/93 09/12/93 09/12/93 09/12/93 09/12/93 09/13/93 09/13/93 09/13/93 09/13/93 09/11/93 09/11/93 09/10/93 09/10/93 09/12/93 09/12/93 09/13/93

211075109 211075109 231046905 231046905 211075085 211075085 211075097 211075097 211075094 211075094 231046889 231046889 211075076 211075076 211075112 211075112 211075073 211075073 211075086 211075086 211075084 211075084 231046932 231046932 211080013 211080008 211080008 211080009 211080009 211080010 211080010 231046902 231046902 211079990 211079990 231046943 231046943 211079949 211079949 211079971 211079971 211080012 211080012 211079951 211079951 211079986 211079986 211079978 211079978 211079981 211079981 211075078

231046890 231046890 231046924 231046924 211075099 211075099 211075092 211075092 231046945 231046945 211075080 211075080 211075079 211075079 211074375 211074375 211075082 211075082 211075114 211075114 211075111 211075111 211075077 211075077 211080007 211079976 211079976 211079972 211079972 211080006 211080006 211074279 211074279 211079950 211079950 211079953 211079953 211079973 211079973 211079974 211079974 211079988 211079988 211079948 211079948 211079987 211079987 211075096 211075096 211080011 211080011 211079985

I CBA 005 1015

Page No. 12 /20 /93

i


EXNT NUM MFG DATE NET NUM MFG DATE GEOTEXTILE

TOP BOTTOM

» •i

ft

3I1402B6 3I1403B6 3I1404B6 3I1406B6 3I1407B6 3I1408B6 3I1409B6 3I1410B6 3I1411B6 3I1501B6 3I1502B6 3I1503B6 3I1504B6 3I1505B6 3I1506B6 3I1507B6 3I1508B6 3I1509B6 3I1510B6 3I1511B6 3I1512B6 3I1513B6 3I1514B6 3I1515B6 3I1516B6 I1601B6 I1602B6

3I1603B6 3I1604B6 3I1605B6 3I1606B6 3I1607B6 3I1608B6 3I1609B6 3I1610B6 3I1611B6 3I1612B6 3I1613B6 3I1614B6 3I1615B6 3I1616B6 3I1617B6 3I1618B6 3I1701B6 3I1702B6 3I1703B6 3I1704B6 3I1705B6 3I1706B6 3I1707B6 3I1708B6 3I1711B6

09/13/93 09/13/93 09/13/93 09/14/93 09/14/93 09/14/93 09/14/93 09/14/93 09/14/93 09/15/93 09/15/93 09/15/93 09/15/93 09/15/93 09/15/93 09/15/93 09/15/93 09/15/93 09/15/93 09/15/93 09/15/93 09/15/93 09/15/93 09/15/93, 09/15/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/17/93 09/17/93 09/17/93 09/17/93 09/17/93 09/17/93 09/17/93 09/17/93 09/17/93

311337-4 310508-4 310508- 4 311406-4 311409-4 311409-4 310509- 4 310509-4 310519-4 310415-4 310415-4 311109-4 311109-4 311501-4 311501-4 310426-4 310426-4 311213-4 311213-4 310411-4 310411-4 310413-4 310413-4 311217-4 311217- 4 311218- 4 311218-4 310410-4 310410-4 311601-4 311601- 4 311605-4 311605-4 311602- 4 311602-4 311612-4 311612-4 311224-4 311224-4 310409-4 310409-4 311632-4 311632- 4 311633- 4 311633- 4 311634- 4 311634-4 310412-4 310412-4 311709-4 311709-4 311713-4

09/13/93 09/05/93 09/05/93 09/14/93 09/14/93 09/14/93 09/05/93 09/05/93 09/05/93 09/04/93 09/04/93 09/11/93 09/11/93 09/15/93 09/15/93 09/04/93 09/04/93 09/12/93 09/12/93 09/04/93 09/04/93 09/04/93 09/04/93 09/12/93 09/12/93 09/12/93 09/12/93 09/04/93 09/04/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/12/93 09/12/93 09/04/93 09/04/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/16/93 09/04/93 09/04/96 09/17/93 09/17/93 09/17/93

211075078 211075105 211075105 211079975 231046900 231046900 211079989 211079989 211075074 211080015 211080015 211080021 211080021 211080020 211080020 211080024 211080024 211079996 211079996 211080018 211080018 211080014 211080014 211080016 211080016 211079980 211079980 211080025 211080025 211080000 211080000 211080002 211080002 211075106 211075106 211080026 211080026 211079993 211079993 211079999 211079999 023111633 023111633 23111625 23111625 23111697 23111697 23111666 23111666 23111662 23111662 211079998

211079985 231046904 231046904 211079984 211079970 211079970 211075083 211075083 211079994 211080023 211080023 211080041 211080041 211080039 211080039 211080004 211080004 211080019 211080019 211080017 211080017 211079997 211079997 211080038 211080038 211079992 211079992 211079979 211079979 211080001 211080001 211080003 211080003 211075103 211075103 211079991 211079991 211080022 211080022 211080005 211080005 023111700 023111700 23111628 23111628 23111661 23111661 23111678 23111678 23111667 23111667 023111617

CBA 005 1016

I Page No. 12/20/93

POLY-NET QUALITY CONTROL TEST DATA

DATE

09/03/93

09/04/93

09/05/93

09/06/93

OS/01/93,

09/08/93

09/09/93

09/10/93

09/11/93

ATCH ROLL AVERAGE TENSILES UMBER NUMBER THICKNESS MD UMBER

(inches) (PPi)

0952 310304- 4 0.2194 58 . 2 0952 310309- 4 0 .2215 61. 7 0952 310403- 4 0.2212 61.3 0935 310407- 4 0.2210 59.5 0935 310413- 4 0 .2182 54 .4 0935 310417- 4 0.2198 57 . 0 0935 310421- 4 0 . 2184 62 . 0 0935 310426- 4 0.2202 59.5 0935 310504- 4 0.2217 59 . 8 0935 310508- 4 0 .2224 58 . 7 0935 310512- 4 0.2227 59 . 0 0935 310516- 4 0.2197 57 .4 0935 310520--4 0.2231 61. 5 0935 310524-•4 0 . 2217 62 . 3 0935 310604--4 0.2234 59 . 9 0935 310608--4 0.2214 57 .1 0935 310612--4 0.2222 59.3 0935 310619--4 0.2194 61.4 0935 310626--4 0.2176 61.2 0935 310632--4 0 .2231 61. 8 0935 310703--4 0.2242 58 . 8 0935 310710--4 0.2260 59.0 0935 310718--4 0.2262 58.7 0935 310725--4 0 .2238 58 . 8 0935 310732--4 0 .2230 56 . 5 0935 310739--4 0.2254 58 .2 0935 310746--4 0.2256 59 .5 0935 310805--4 0 .2241 55 . 8 0935 310811--4 0.2271 58 .2 7516 310818 -4 0.2280 58 .3 7516 310824 -4 0 . 2232 56 . 8 7516 310830 -4 0 .2248 55 .4 7516 310834 -4 0.2254 56 .7 7516 310840 -4 0.2301 54 . 0 7516 310907 -4 0 .2276 57.5 7516 - 310914 -4 0.2222 55 . 0 7516 310921 -4 0.2200 54 .2 7516 310928 -4 0.2206 55.7 7516 310935 -4 0 .2227 57 . 6 7516 310942 -4 0.2215 54 .7 7516 311002 -4 0.2274 57 .7 7516 311006 -4 0.2268 57 .1 7516 311010 -4 0.2278 54 .5 7516 311014 -4 0.2240 55.3 7516 311019 -4 0.2270 54 .5 7516 311026 -4 0.2267 58 . 9 7516 311033 -4 0.2282 53 . 6 7516 311101 -4 0.2290 52 . 7 7516 311107 -4 0.2257 58 .0 7516 311113 -4 0.2300 55 .3

0 0

0 0

0 0

WEIGHT ( l b s / f t 2 )

0.1935 0 .2040 0.1981

1998 1937

0.1931 0.2027 0.1975 0.1953 0.1968 0.1929 0.1947 0.2001 0.1969 0.2005 0.1925 .1969 .2004

0.1994 0.2015 0.2012

1962 ,1989

0.1977 0 .1925 0.1967 0.1993 0.1952 0.2019 0.2005 0.1948 0.1969 0.1952 0.1958 0.1968 0.1938 ,1861 ,1893 , 1947 .1941

0.2004 0.1967 0.1965

&0.1927 ,1931 ,1966 .1918

0.2000 0.2028 0.1989

0 0 0 0

0 0 0

CBA 005 1017

Page wo. 12/20/93

No.

ft


XNT NUM MFG DATE NET NUM MFG DATE

GEOTEXTILE TOP BOTTOM

3I1712B6 3I1713B6 3I1801B6 3I1802B6 3I1803B6 3I1804B6 3I1805B6 3 I 1 8 0 6 B 6 3I1807B6 3I1808B6 3 I 1 8 0 9 B 6 3I1810B6 3 I 1 8 1 1 B 6 3 I 1 8 1 2 B 6 3I1813B6 3I1814B6 3I1815B6 3I1901B6 3 I 1 9 0 2 B 6 3 I 1 9 0 3 B 6 3 I 1 9 0 4 B 6 3 I 1 9 0 7 B 6 3 I 1 9 0 8 B 6 3 I 1 9 0 9 B 6 3 I 1 9 1 0 B 6 I1911B6 I1912B6

3 I 1 9 1 3 B 6 3 I 1 9 1 4 B 6 3 I 2 0 0 1 B 6 3I2002B6 3I2003B6 3I2004B6 3I2005B6 3I2006B6 3I2007B6 3I2008B6 3I2009B6 3 I 2 0 1 0 B 6 3I2011B6 3I2012B6 3 I 2 0 1 3 B 6 3 I 2 0 1 4 B 6

09/17/93 09/17/93 09/18/93 09/18/93 09/18/93 09/18/93 09/18/93 09/18/93 09/18/93 09/18/93 09/18/93 09/18/93 09/18/93 09/18/93 09/18/93 09/18/93 09/18/93 09/19/93 09/19/93 09/19/93 09/19/93 09/19/93 09/19/93 09/19/93 09/19/93 09/19/93 09/19/93 09/19/93 09/19/93 09/20/93 09/20/93 09/20/93 09/20/93 09/20/93 09/20/93 09/20/93 09/20/93 09/20/93 09/20/93 09/20/93 09/20/93 09/20/93 09/20/93

311713-4 311732-4 311732-4 311737-4 311737-4 311747-4 311747-4 311802-4 311802-4 311222-4 311222- 4 311221-4 311221-4 310408-4 310408-4 310406-4 310406-4 311223- 4 311223-4 311225-4 311225-4 311016-4 311016-4 311014-4 311014-4 311216-4 311216-4 310607-4 310607-4 310834-4 310834-4 310424-4 310424-4 312002-4 312002-4 310602-4 310602-4 312018-4 312018-4 310601-4 310601-4 312025-4 312025-4

09/17/93 09/17/93 09/17/93 09/17/93 09/17/93 09/17/93 09/17/93 09/18/93 09/18/93 09/12/93 09/12/93 09/12/93 09/12/93 09/04/93 09/04/93 09/04/93 09/04/93 09/12/93 09/12/93 09/12/93 09/12/93 09/10/93 09/10/93 09/10/93 09/10/93 09/12/93 09/12/93 09/06/93 09/06/93 09/08/93 09/08/93 09/04/93 09/04/93 09/20/93 09/20/93 09/06/93 09/06/93 09/20/93 09/20/93 09/06/93 09/06/93 09/20/93 09/20/93

211079998 023111675 023111675 0211079983 0211079983 211079982 211079982 211080037 211080037 211079956 211079956 211079962 211079962 211079965 211079965 211079964 211079964 211079957 211079957 211079961 211079961 211079967 211079967 211079955 211079955 211079968 211079968 211080029 211080029 211079963 211079963 211080027 211080027 211079952 211079952 023111677 023111677 211079954 211079954 023111674 023111674 211079977 211079977

023111617 023111622 023111622 211080035 211080035 023111651 023111651 211080030 211080030 211079960 211079960 211080033 211080033 211079966 211079966 211080034 211080034 211079969 211079969 211080036 211080036 211080032 211080032 211080040 211080040 211080042 211080042 211080028 211080028 211079959 211079959 211079958 211079958 023111615 023111615 023111618 023111618 023111676 023111676 023111627 023111627 023111636 023111636

ge No. /20/93


DATE

09/11/93

09/12/93

09/13/93

09/14/93

09/15/93

09/16/93

09/17/93

09/18/93

BATCH ROLL AVERAGE THICKNESS

09/19/93

(inches)

7516 311120- 4 0 . 2252 7516 311127- 4 0 . 2230 7516 311132- 4 0 . 2251 7516 311137- 4 0 . 2252 7516 311202- 4 0 . 2281 7516 311206- 4 0 . 2270 7517 311212- 4 0 . 2269 7517 311216- 4 0 . 2272 7517 311220- 4 0 . 2210 7517 311224- 4 0 . 2231 7517 311230- 4 0 . 2244 7517 311304- 4 0 . 2266 7517 311310- 4 0 . 2273 7517 311317- 4 0 . 2281 7517 311324- 4 0 . 2306 7517 311331- 4 0 . 2248 7517 311337- 4 0 . 2260 7517 311344- 4 0 . 2270 7517 311406- 4 0 . 2267 7517 311413--4 0 . 2257 7517 311422--4 0 . 2146 7517 311429--4 0 . 2283 7517 311436--4 0. 2267 7303 311443--4 0 2252 7303 311505--4 0 2249 7303 311514--4 0 2274 7303 311521--4 0 2261 7303 311528--4 0 2248 7303 311604--4 0 .2259 7303 311610--4 0 .2279 7303 311616--4 0 .2276 7303 311623 -4 0 .2307 7303 311630 -4 0 .2260 7303 311634 -4 0 .2265 7303 311641 -4 0 .2264 7303 311704 -4 0 .2271 7303 311709 -4 0 .2260 7303 311716 -4 0 .2259 7303 311723 -4 0 .2284 7303 311730 -4 0 .2276 7303 311736 -4 0 .2227 7303 311742 -4 0 .2274 7303 311801 -4 0 .2243 7805 311807 -4 0 . 2236 7805 311812 -4 0 .2230 7805 311819 -4 0 .2250 7805 311826 -4 0 .2225 7805 311833 -4 0 . 2239 7805 311840 -4 0 .2266 7805 311901 -4 0 .2264

TENSILES MD

(PPi)

54 52 54 56

1 5 0 2

55.8 58 .0 57 . 54 . 52 . 55 . 55 . 54 . 57. 55 . 58 . 55 . 57. 56 56 55 47 52

9 5 1 3 0 6 5 6 1 9 7 9 1 3 1 5

53 .8 57 .2 49 54 54 54 51 59 55 57 56 57.0 54 .3 56 .4 57.7 59.6 54 .3 57.8 55 .2 51 56 55 51 53 53 54 54 52

6 0 6 , 7 .4 .4 .7 .0 .0

0 0 0


0.1907 0.1893 0.1943

1938 1957 1961

0.1935 0.1842 0.1841 0.1954 0.1936 0.1943 0.1974 0.1924 0.1944 0.1941 0.1968 0.1993 0.1985 0.1896

1770 1930

0.1853 0.1871 0.1792

1869 1867 1858

0 .1839 0.1887

1878 , 1900

0.1859 0 .1945 0.1866 0.1917 0.1883 0.1893 0.1862 0.1862 0.1830 0.1867 0.1847 0.1906

1792 ,1820 , 1813

0.1845 0.1868 0.1835

0 0

0 0 0

0 0

0 0 0

CBA 005 1019

Page N o . 1 2 / 2 0 / 9 3


•

»

DATE

09/19/93

09/20/93

09/21/93

BATCH ROLL AVERAGE NUMBER NUMBER THICKNESS NUMBER

(inches)

7805 311908--4 0 2228 7805 311915--4 0 2230 7805 311922--4 0 2269 7805 311929--4 0 .2248 7805 311936 -4 0 .2285 7805 311943 -4 0 .2252 7805 311950 -4 0 .2224 7805 312006 -4 0 .2232 7805 312014 -4 0 . 2252 7805 312019 -4 0 . 2280 7805 312023 -4 0 .2253 7805 312027 -4 0 .2282 7805 312031 -4 0 .2252 7805 312101 -4 0 .2298 7805 31-2105 -4 0 .2284 7805 312109 -4 0 . 2268 7805 312113 -4 0 . 2274 7806 312121 -4 0 .2259 7806 312129 -4 0 .2233

TENSILES MD

(ppi)

54 . 52 , 53 53 59 55 54 53 53 53 53 54 55 56 57 55 59 55 51

0 6 7 2 5 9 5 ,7 . 1 . 9 .6 . 5 . 1 . 7 . 5 . 2 . 7 .4 . 0


0 .1835 0.1837 0.1882 0.1850 0.1927 0.1871 0.1826 0 .1836 0.1879 0.1882 0.1806 0.1881 0.1915 0.2008 0.1955 0 . 1888 0 . 1950 0.1885 0.1842

I

GEOSYNTHETIC CONFORMANCE TEST RESULTS

GEOSYNTHETIC CLAY LINER

GEOSYNTEC CONSULTANTS Materials Testing Laboratory B E N T O N I T E M A T T E S T R E S U L T S

CLIENT: PROJECT: CONTACT:

GEOSYNTEC JOB NO.

ECKENFELDER INC. 9i 17 CELL NO. 1 MR. PAUL MUTCH FLQ5652

MATERIAL: CLIENT ID:

DATE TESTED:

POLYPROPYLENE/BENTONITE GCL-ll013699 03/31/94

IND1MDUAL SPECIMENS

5260 5251 5508 5514 5122 5390 5217 5272 5073 5388 155.0 154.7 162.3 162.5 150.9 158.8 153.7 155.4 149.5 158.8 1.08 1.07 1.13 1.13 1.05 1.10 1.07 1.08 1.04 1.10

6.93 6.94 7.44 7.51 7.02 7.45 7.30 6.85 6.83 7.53 0.27 0.27 0.29 0.30 0.28 0.29 0.29 0.27 0.27 0.30

COMMENTS

• SPECIFICATIONS AS PER ECKENFELDER, INC.

PROPERTY (STANDARD) SUMMA R Y RESULTS

UNIT MEAN STD SPEC. ' PASS/FAIL UNIT WEIGHT (ASTM D3776)

THICKNESS (ASTM DI777)

g/m"

oz/yd J

lb/ft1

mm

in.

5299 149.0 N/A N/A 156.2 4.39 N/A N/A 1.08 0.030 >l.00 PASS

7.18 0.291 £6.40 PASS 0.28 0.011 N/A N/A

© 1994 GEOSYNTEC CONSULTANTS

GEOSYNTEC CONSULTANTS Materials Testing Laboratory

%

BENTONITE MAT TEST RESULTS


GEOSYNTEC JOB NO.

ECKENFELDER INC. 91I7CELLNO. I MR. PAUL MUTCH FLQ5652


DATE TESTED

POLYPROPYLENE/BENTONITE GCL-2/13288 03/31/94

INDIVIDUAL SPECIMENS

4 5 6 SUMMARY RESULTS

10 5271 5706 4982 4936 5690 4996 6304 5848 5580 5038 155.3 168.2 146.8 145.4 167.7 147.2 185.8 172.3 164.4 148.5 1.08 1.17 1.02 1.01 1.16 1.02 1.29 1.20 1.14 1.03

6.39 6.71 6.45 6.56 6.83 6.88 7.50 7.19 7.24 7.05 0.25 0.26 0.25 0.26 0.27 0.27 0.30 0.28 0.29 0.28

PROPERTY (STANDARD) UNIT MEAN STD SPEC. ' PASS/FAIL

UNIT WEIGl IT (ASTM D3776)

THICKNESS (ASTM D1777)

g/m' oz/yd1

lb/111

mm in.

COMMENTS

• SPECIFICATIONS AS PER ECKENFELDER, INC.

5435 461.6 N/A N/A 160.2 13.60 N/A N/A 1.11 0.094 £1.00 PASS

6.81 0.365 £6.40 PASS 0.27 0.014 N/A N/A


I

POLYVINYL. CHLORIDE MEMBRANE

P

1>

1 GEOSYNTEC CONSULTANTS Materials Testing Laboratory GEOMEMBRANE TEST RESULTS

CLIENT: PROJECT. CONTACT:

GEOSYNTEC JOB NO.

ECKENFELDER. INC.

9117 CELL NO. I

MR PA UL MUTCH

FLQ56S2


DATE TESTED:

POLYVINYL CHLORIDE E93212 PANEL # 3A 03/30/94


4 5 6 10 0.74 0.73 0.73 0.74 0.74 29.0 28.9 28.8 29.2 29.1

34.6 35.2 34.9 36.1 35.6 32.7 31.8 31.2 32.1 31.4

77.5 82.8 74.9 80.6 81.9 71.8 74.1 71.3 76.9 80.8

514 565 428 455 479 450 530 505 570 593

PROPERTY (STANDARD) SUMMARY RESULTS

UNIT MEAN STD SPEC. - PASS/FAIL THICKNESS (ASTM D1593)

MODULUS @ 100 % ELONGATION (ASTM D882) RD XD

BREAK TENSION (ASTM D882) RD XD

BREAK ELONGATION (ASTM D882) RD XD

mm mil

IbAn.

Mm.

0.74 0.004 N/A N/A 29.0 0.16 28.5 PASS

35.3 0.59 30.0 PASS 31.8 0.59 30.0 PASS

79.6 3.29 69.0 PASS 75.0 3.92 69.0 PASS

488 53.4 325 PASS 530 56.0 325 PASS

RD - ROLL DIRECTION XD - CROSS-ROLL DIRECTION * SPECIFICATIONS AS PER ECKENFELDER, INC.

Materials Testing Laboratory

% m - - - -GEOMEMBRANE TEST RESULTS


GEOSYNTEC JOB NO.

ECKENFELDER. INC. 9117 CELL NO. I MR. PAUL MUTCH FLQ5652

MATERIAL

CLIENT ID:

DATE TESTED:

POLYVINYL CHLORIDE 93212 PANEL H 7B 04/15/94


4 5 6 0.73 0.73 0.72 0.73 0.73 28.7 28.6 28.5 28.6 28.6

36.5 34.6 33.8 32.4 33.5 30.8 31.9 30.3 31.5 32.6

72.6 83.6 77.1 74.9 83.7 72.8 67.8 73.4 71.8 74.6

373 517 470 533 541 507 459 523 520 532

10 PROPERTY (STANDARD) SUMMARY RESULTS

UNIT THICKNESS (ASTM Dl 593)




mm mil

lb/in.

lb/in.

RD = ROLL DIRECTION XO = CROSS-ROLL DIRECTION • SPECIFICATIONS AS PER ECKENFELDER, INC.

0.73 0.002 N/A N/A 28.6 0.07 £28.5 PASS

34.2 1.51 £30.0 PASS 31.4 0.91 £30.0 PASS

78.4 5.07 £69.0 PASS 72.1 2.58 £69.0 PASS

487 69.2 £325 PASS 508 29.1 £325 PASS

GEOMEMBRANE TEST RESULTS


GEOSYNTEC JOB NO.

ECKENFEIDER. INC. 9117 CELL NO. 1 MR. PAUL MUTCH FLQ5652

MATERIAL. CLIENT ID

DATE TESTED.

POLYVINYL CHLORIDE E93212 SB 03/30/94

INDIXTDUAI. SPECIMENS

3 4 5 6 SUMMARY RESULTS

0.74 29.0

34.7 32.8

81.6 76.9

549 548

0.73 28.8

34.5 31.4

81.2 75.6

559 549

0.74 29.2

34.9 32.8

84.0 77.9

554 537

0.74 29.2

33.7 32.9

75.5 75.1

509 522

0.75 29.6

35.3 33.5

80.5 72.5

498 468

10 PROPERTY (STANDA RD) UNIT MEAN STD SPEC. ' PASS/FAIL

THICKNESS (ASTM D1593)




mm mil

lb/in.

lb/in.

0.74 29.2

34.6 32.7

80.6 75.6

534 525

0.008 0.30

0.61 0.77

3.14 2.04

28.3 33.6

N/A £28.5

£30.0 £30.0

£69.0 £69.0

£325 £325

j\j COMMENTS: CO RD = ROLL DIRECTION

XD = CROSS-ROLL DIRECTION * SPECIFICATIONS AS PER ECKENFELDER. INC.

V1994 LkUS fNlEL LVNSULIAN1S

NONWOVEN GEOTEXTILE / GEOCOMPOSITE DRAINAGE LAYER

GEOSYNTEC CONSULTANTS Materials Testing Laboratory GEOTEXTILE TEST RESULTS

CLIENT. PROJECT: CONTACT:

GEOSYNTEC JOB NO.

ECKENFELDER INC. 9117CELL NO. I MR. PAUL MUTCH FLQ5652

MATERIAL CLIENT ID

DATE TESTED

POLYESTER GT-1I231059954 03/30/94


4 5 6 10 240.4 212.1 229.2 194.7 218.2 224 8 235.7 232.9 212.7 194.7 7.08 6.25 6.75 5.74 6.43 6.62 6.95 6.86 6.27 5.74

248.0 237.3 199.5 225.8 195.5 200.7 218.7 173.1 214.1 188.5 185.2 183.3 162.6 196.0 174.0 185.5 224.8 194.6 183.0 211.3

74.3 72.0 69.0 73.3 72.0 69.0 63.7 68.3 77.7 79.7 74.7 78.3 75.1 81.0 73.0 72.7 79.0 74.7 74.7 84.0

88.0 84.0 89.0 71.0 72.0 70.0 74.0 68.0 66.0 78.0 63.0 68.0 74.0 67.0 69.0 72.0 78.0 70.0 76.0 60.0

102.7 88.9 124.2 100.4 115.2 114.4 114.7 101.7 110.7 133.1

2.118 2.300 1.911 2.184 155.9 169.4 140.7 160.8 0.377 0.393 0.420 0.367


UNIT MEAN STD SPEC. * PASS/FAIL

MASS PER UNIT AREA (ASTM D3776)

GRAB TENSILE STRENGTH (ASTM D4632) RD XD

GRAB ELONGATION (ASTM D4632) RD XD

TRAPEZOID TEARING STRENGTH (ASTM D4533) RD XD

PUNCTURE STRENGTH (ASTM D4833)

CONSTANT HEAD PERMITTIVITY (ASTM D4491)

FLOW RATE (ASTM D4491) PERMEABILITY (ASTM D449I) **

g/m" oz/yd1

lb

lb

1/s gal/min ft1

cm/s

219.5 16.09 N/A N/A 6.47 0.474 £5.70 PASS

210.1 23.00 £160.0 PASS 190.0 17.84 £160.0 PASS

71.9 4.71 £60.0 PASS 76.7 3.71 £60.0 PASS

76.0 8.34 £60.0 PASS 69.7 5.60 £60.0 PASS

110.6 12.74 £80.0 PASS

2.128 0.1632 £1.740 PASS 156.7 12.04 £130.0 PASS 0.389 0.0231 £0.330 PASS

V J 1994 liUKS IN ILL IV1\ SULIAWS RD = ROLL DIRECTION XD = CROSS-ROLL DIRECTION • SPECIFICATIONS AS PER ECKENFELDER, INC. " PERMEABILITY VALUES ARE CALCULATED BY MULTIPLYING THE INDIVIDUAL SPECIMEN THICKNESS (ASTM D1777, 2kPa LOADING) TIMES THE PERMITTIVITY

AND MAY NOT CORRELATE WITH THE PERMEABILITY VALUES UNDER FIELD CONDITIONS.

GEOSYNTEC CONSULTANTS Materials Testing Laboratory G E O T E X T I L E T E S T R E S U L T S


GEOSYNTEC JOB NO.

ECKENFELDER INC. 9117 CELL NO. I MR. PAUL MUTCH FLQ5652

MATERIAL.

CLIENT ID

DATE TESTED.

POLYESTER GT-2/ 231060006 03/30/94

INDMDUA L SPECIMENS

3 4 5 6 10 208.3 207.5 192.8 226.3 213.8 213.4 220.4 200.9 210.5 187.1 6.14 6.11 5.68 6.67 6.30 629 6.49 5.92 6.20 5.51

192.8 261.5 223.5 236.3 256.8 251.1 2192 237.5 223.4 232.5 166.6 192.8 159.0 162.7 155.7 201.0 197.8 200.8 220.5 199.0

77.7 81.0 75.0 76.0 76.3 72.7 76.0 79.0 77.3 80.7 75.1 81.3 71.7 83.7 71.3 82.3 82.0 79.0 80.3 80.4

68.0 82.0 88.0 81.0 90.0 84.0 81.0 77.0 70.0 83.0 63.0 80.0 56.0 78.0 71.0 47.0 79.0 68.0 63.0 76.0

79.1 101.8 95.9 112.3 90.5 110.1 102.6 84.4 102.6 104.4

1.855 2.127 1.932 1.940 136.6 156.6 142.2 142.8 0.414 0.381 0.406 0.382

PROPERTY (STANDARD)

SUMMARY RESULTS

UNIT MEAN STD SPEC.


GRAB TENSIIX: STRENGTH (ASTM D4632) RD XD





FLOW RATE (ASTM D4491) PERMEABILITY (ASTM D449I) **

g/m1

077yd1

l/s gal/min ft1

cm/s

208.1 6.13

233.5 185.6

77.2 78.7

80.4 68.1

98.4

1.964 144.6 0.396

11.93 0.351

20.34 22.49

2.56 4.45

7.04 10.92

10.80

0.1155 8.50

0.0168

N/A £5.70

£160.0 £160.0

£60.0 £60.0

£60.0 £60.0

£80.0

£1.740 £130.0 £0.330

PASS/FAIL

N/A PASS

PASS PASS

PASS PASS

PASS PASS

PASS

PASS PASS PASS

COMMENTS: © l 9 9 4 GEOSYNTEC CONSULTANTS RD = ROLL DIRECTION XD « CROSS-ROLL DIRECTION • SPECIFICATIONS AS PER ECKENFELDER, INC. " PERMEABILITY VALUES ARE CALCULATED BY MULTIPLYING THE INDIVIDUAL SPECIMEN THICKNESS (ASTM D1777, 2kPa LOADING) TIMES THE PERMITTIVITY


GEOSYNTEC CONSULTANTS Materials Testing Laboratory GEOTEXTILE TEST RESULTS


GEOSYNTEC JOB NO.

ECKENFEIJDER INC. 9II7CEU.NO. I MR. PAUL MUTCH FLQ5652

MATERIAL. CLIENT ID.

DATE TESTED.

POLYESTER

GT-3/C30T0935-3U801SB6 03/30/94


3 4 5 6 10

SUMMARY RESULTS

215.1 209.2 256.1 209.9 209.6 196.1 200.2 193.2 214.5 188.8 6.34 6.17 7.55 6.18 6.18 5.78 5.90 5.69 6.32 556

187.7 221.2 230.6 242.7 227.1 212.6 237.6 227.7 246.5 200.1 165.7 157.6 184.3 199.0 181.6 187.0 192.9 167.0 180.7 162.8

63.0 64.0 69.7 68.0 60.3 65.0 68.3 81.0 64.7 72.3 75.7 70.6 72.7 78.0 88.0 80.0 81.0 67.0 86.7 80.7

83.0 81.0 96.0 93.0 89.0 85.0 67.0 80.0 68.0 73.0 72.0 66.0 78.0 73.0 70.0 74.0 62.0 78.0 76.0 66.0

75.9 111.9* 105.4 80.9 103.9 107.4 130.5 97.7 123.2 116.9

2.319 2.151 1.983 2.263 170.8 158.4 146.0 166.6 0.399 0.387 0.432 0.448

PROPERTY (STANDARD) UNIT MEAN STD SPEC. PASS/FAIL






g/m2

oz/yil1

II)

lb

lb

CONSTANT HEAD PERMITTIVITY (ASTM D4491) 1/s

FLOW RATE (ASTM D4491) gal/min ft1

PERMEABILITY (ASTM D4491) ** cm/s

209.3 6.17

223.4 177.9

67.6 78.0

81.5 71.5

94.2

2.179 160.4 0.417

18.83 0.555

18.65 13.84

5.86 6.71

9.89 5.44

37.22

0.1482 10.94

0.0283

N/A £5.70

£160.0 £160.0

£60.0 £60.0

£60.0 £60.0

£80.0

£1.740 £130.0 £0.330

COMMENTS; © / 9 9 4 GEOSYNTEC CONSULTANTS RD = ROLL DIRECTION XD = CROSS-ROLL DIRECTION • SPECIFICATIONS AS PER ECKENFELDER, INC. ~ PERMEABILITY VALUES ARE CALCULATED BY MULTIPLYING THE INDIVIDUAL SPECIMEN THICKNESS (ASTM D1777, 2kPa LOADING) TIMES THE PERMITTIVITY


* - • - - - - - 4 " GEOSYNTEC CONSULTANTS Materials Testing Laboratory G E O T E X T I L E T E S T R E S U L T S


GEOSYNTEC JOB NO.

ECKENFELDER INC. 9117 CELL NO. I MR. PAUL MUTCH FLQ5652

MATERIAL CLIENT ID

DATE TESTED:

POLYESTER

GT-4/ C30T0935-3117006B6 03/30/94

INDMDUA L SPECIMENS

4 5 6 10 197.6 220.0 210.7 220.6 204.8 208.3 204.8 209.0 223.7 194.1 5.82 6.48 6.21 6.50 6.04 6.14 6.04 6.16 6.59 5.72

216.1 222.7 210.5 236.7 244.1 260.7 219.3 212.3 242.5 205.5 211.8 199.0 194.8 182.2 217.2 182.0 173.2 184.8 204.3 194.3

72.0 62.3 67.7 67.3 67.3 67.3 66.3 68.0 67.0 64.0 87.3 71.0 81.7 68.0 75.3 78.3 71.0 75.3 74.7 79.0

73.0 77.0 80.0 88.0 93.0 88.0 92.0 77.0 89.0 106.0 82.0 82.0 62.0 94.0 84.0 68.0 71.0 74.0 69.0 72.0

120.2 110.0 115.2 103.8 120.3 115.6 104.1 121.0 106.8 120.1

1.956 1.860 1.924 2.122 144.0 137.0 141.7 156.2 0.372 0.339 0.362 0.346

PROPERTY (STANDARD)

SUMMARY RESULTS

UNIT MEAN STD SPEC. PASS/FAIL







FLOW RATE (ASTM D4491) PERMEABILITY (ASTM D449I) *

g/mJ

oz/ycl1

Us gal/min ft1

cm/s

COMMENTS:

RD = ROLL DIRECTION XD = CROSS-ROLL DIRECTION • SPECIFICATIONS AS PER ECKENFELDER. INC. " PERMEABILITY VALUES ARE CALCULATED BY MULTIPLYING THE INDIVIDUAL SPECIMEN THICKNESS (ASTM 01777. 2kP» LOADING) TIMES THE PERMITTIVITY


209.4 9.78 N/A N/A 6.17 0.288 £5.70 PASS

227.0 17.98 £160.0 PASS 194.4 14.09 £160.0 PASS

66.9 2.54 £60.0 PASS 76.2 5.69 £60.0 PASS

86.3 9.82 £60.0 PASS 75.8 9.51 £60.0 PASS

113.7 6.97 £80.0 PASS

1.966 0.1117 £1.740 PASS 144.7 8.20 £130.0 PASS 0.355 0.0150 £0.330 PASS

©1994 GEOSYNTEC CONSULTANTS

% • - - -

GEOTEXTILE TEST RESULTS


GEOSYNTEC JOB NO.

ECKENFELDER INC. 9I17CEU.NO. 1 MR. PAUL MUTCH FLQ5652

MATERIAL CLIENT ID:

DATE TESTED

POLYESTER

GT-5/ C30T0935-3115006B6 03/30/94

IND1\ 1DUA I. SPECIh IENS

4 5 6 10 225.4 215.6 201.5 209.0 252.9 198.5 201.5 208.1 213.8 230.5 6.64 6.35 5.94 6.16 7.45 5.85 5.94 6.13 6.30 6.79

195.6 261.1 193.8 283.2 232.0 234.7 241.1 244.4 205.8 215.7 161.5 193.0 181.5 193.5 164.0 218.7 183.0 170.6 151.7 171.9

72.0 68.3 70.3 69.0 76.0 70.0 66.3 68.3 69.0 78.7 82.3 84.0 74.3 80.3 74.7 87.3 71.9 79.3 73.7 71.0

82.0 89.0 98.0 92.0 90.0 86.0 98.0 96.0 107.0 94.0 82.0 73.0 81.0 84.0 62.0 73.0 73.0 74.0 75.0 69.0

123.8 107.7 123.4 113.8 99.4 106.0 131.3 91.8 103.3 125.4

2.122 2.216 2.216 2.351 156.2 163.1 163.1 173.1 0.454 0.417 0.439 0.364


UNIT MEAN STD SPEC. • PASS/FAIL







FLOW RATE (ASTM D449I) PERMEABILITY (ASTM D449I) *

g/m' oz/yil1

lb

lb

lb

1/s gal/min ft1

cm/s

COMMENTS:

RD = ROLL DIRECTION XD = CROSS-ROLL DIRECTION • SPECIFICATIONS AS PER ECKENFELDER, INC. " PERMEABILITY VALUES ARE CALCULATED BY MULTIPLYING THE INDIVIDUAL SPECIMEN THICKNESS (ASTM D1777, 2kPa LOADING) TIMES THE PERMITTIVITY


215.7 16.66 N/A N/A 6.36 0.491 £5.70 PASS

230.7 28.74 £160.0 PASS 178.9 19.44 £160.0 PASS

70.8 3.82 £60.0 PASS 77.9 5.55 £60.0 PASS

93.2 7.08 £60.0 PASS 74.6 6.52 £60.0 PASS

112.6 12.99 £80.0 PASS

2.226 0.0942 £1.740 PASS 163.9 6.96 £130.0 PASS 0.419 0.0394 £0.330 PASS


GEOMEMBRANE

DESTRUCTIVE SEAM TESTING SAMPLE RESULTS

1035


TAIATY ASSURANCE TESTING

GEOMEMBRANE SEAM P E E L AND SHEAR TEST RESULTS


GEOSYNTEC JOB NO.

ECKENFELDER, INC. 9117 CELL NO. 1 MR PAUL MUTCH FLQ5652

MATERIAL. SEAM TYPE:

DATE TESTED.

POLYVINYL CHLORIDE ADHESION 04/23/94

SAMPLE NUMBER

SPEC.

n

P E E L

MAXIMUM MAXIMUM SEAM LOCUS PASS THICKNESS TENSION STRESS SEPARATION OF OR

(mil) (ppi) (psi) (%) FAILURE FAIL*

SHEAR

THICKNESS (mil)

MAXIMUM TENSION

(EEil STRESS

(Psl>

ELONGATION LOCUS PASS ATBREAK OF OR

(%) FAILURE FAIL'

>100 T P >100 T F >100 B P >100 B P >100 B P

CEOSYNTEC:

CLIENT: DS-1

1.

2.

3.

4.

S.

29.9 29.9 29.9 29.0 29.2

27.0 25.4 25.6 28.9 30.0

N/R 50 100 20 100 100

PT P

PT P P

P P P P P

29.4 29.5 29.2 29.3 29.4

68.0 52.4 73.5 70.7 65.8

N/R

MEAN 29.6 27.4 29.4 66.1 PASS s.n. 0.4 2.0 0.1 8.2

NOTE: See Technical Notes page for explanation ot abbreviations. * PASS/FAIL SPECIFICATIONS: PEEI.>I0.0 lb/in., SHEAR >55.2 lb/in. > 1994 GEOSYNTEC CONSULTANTS

QTOLITY ASSURANCE TESTING GEOMEMBRANE SEAM PEEL AND SHEAR TEST RESULTS

CLIENT: ECKENFELDER. INC. MATERIAL: POLYVINYL CHLORIDE PROJECT: 9117 CELL NO. 1 SEAM TYPE: ADHESION CONTACT: SIR. PAUL MUTCH DATE TESTED: 04/25/94

GEOSYNTEC JOB NO.: FLQ5652

P E E L SHEAR SAMPLE NUMBER

SPEC. n

THICKNESS (mil)

MAXIMUM TENSION

(ppi)

MAXIMUM STRESS

(psi)

SEAM SEPARATION

(%)

LOCUS OF

FAILURE

PASS OR

FAIL* THICKNESS

(mil)

MAXIMUM TENSION

(ppi)

MAXIMUM STRESS

(psi)

EI.ONGATION AT BREAK

<%)

LOCUS OF

FAILURE

PASS OR

FAIL'

GEOSYNTEC: l . 29.5 23.3 N/R 100 P P 29.8 55.7 N/R >100 B P

2. 28.9 17.2 100 P P 29.1 61.8 >100 B P

CLIENT: 3. 29.2 16.5 100 P P 29.0 56.8 >100 T P

DS-2 4. 29.4 18.3 100 P P 29.1 68.7 >100 T P

5. 29.6 20.2 100 P P 28.9 57.2 >100 B P

MEAN 29.3 19.1 29.2 60.0

PASS S.D. 0.3 2.7 0.4 5.4

GEOSYNTEC: 1. 29.1 18.4 N/R 100 P P 28.9 65.1 N/R >100 B P

2. 29.3 17.8 100 P P 28.6 65.3 >100 B P

CLIENT: 3. 29.4 18.3 100 P P 28.4 66.2 >100 T P

DS-3 4. 28.9 18.6 100 P P 28.7 60.3 >100 T P

5. 29.1 16.7 100 P P 28.9 54.7 >100 B F

MEAN 29.2 18.0 28.7 62.3

PASS S.D. 0.2 0.8 0.2 4.8


2. 29.9 15.7 100 P P 29.2 64.8 >100 T P

CLIENT: 3. 29.4 20.3 100 P P 29.4 62.3 >100 B P

DS-4 4. 29.4 20.8 100 P P 29.8 63.0 >100 B P

5. 29.5 20.5 100 P P 29.7 64.8 >100 B P

MEAN 29.6 19.0 29.6 65.1

PASS S.D. 0.2 2.3 0.3 3.2


2. 29.6 21.4 100 P P 29.3 65.2 >100 T P

CLIENT: 3. 29.1 17.8 100 P P 29.7 60.5 >100 T P

DS-S 4. 29.0 17.9 100 P P 29.3 61.7 >100 T P

5. 28.8 16.3 100 P P 29.6 62.6 >100 T P

MEAN 29.1 18.1 29.5 63.9

PASS S.D. 0.3 2.0 0.2 3.6

GEOSYNTEC: 1. 29.3 19.0 N/R 100 P P 28.5 57.4 N/R >100 T P

2. 28.5 20.0 100 P P 28.1 56.2 >100 T P

CLIENT: 3. 28.0 17.8 100 P P 28.3 64.2 >100 T P

DS-6 4. 28.0 17.9 100 P P 28.7 55.3 >100 T P 5. 28.9 16.3 100 P P 28.5 55.6 >100 T P

MEAN 28.5 18.2 28.4 57.7 PASS S.D. 0.6 1.4 0.2 3.7

NOTE: See Technical Notes page for explanation of abbreviations. * PASS/FAIL SPECIFICATIONS: PEEL >I0.0 lb/in., SHEAR >55.2 lb/in. © 1994 GEOSYNTEC CONSULTANTS


_ . m mnf. ALITY ASSURANCE TESTING

GEOMEMBRANE SEAM PEEL AND SHEAR TEST RESULTS


GEOSYNTEC JOB NO.

ECKENFELDER. INC. 9117CELLNO. I MR. PAUL MUTCH FLQ5652


DATE TESTED.


SAMPLE NUMBER

SPEC. U

PEEL

THICKNESS (mill

MAXIMUM TENSION

(PPi)

MAXIMUM STRESS

SEAM LOCUS PASS SEPARATION OF OR

(%) FAILURE FAIL*

>100 P P >100 P P >100 P P >100 P P >100 P P

SHEAR

THICKNESS

(aim

MAXIMUM TENSION

(PP*> STRESS

(Psi>

ELONGATION LOCUS PASS ATBREAK OF OR

(%) FAILURE FAIL*

>100 T F MOO B P >100 T P >100 T F >100 T P

GEOSYNTEC:

CLIENT: DS-7

FAIL

1. 2. 3. 4. S.

MEAN S.D.

29.2 28.8 28.9 29.1 29.5 29.1 0.3

20.6 21.3 20.9 21.2 20.1 20.8 0.5

N/R 28.8 28.9 29.1 29.3 28.8 29.0 0.2

53.7 68.1 66.7 55.1 56.9 60.1 6.8

N/R

TO

i - t - t

NOTE: See Technical Notes page for explanation of abbreviations. * PASS/FAIL SPECIFICATIONS: PI:HL>10.0 lb/in., SHEAR >55.2 lb/in. © 1994 GEOSYNTEC CONSULTANTS

fALITY ASSURANCE TESTING GEOMEMBRANE SEAM PEEL AND SHEAR TEST RESULTS


GEOSYNTEC JOB NO.

ECKENFELDER, INC. 9117 CELL NO. 1 MR. PAUL MUTCH FLQ5652

MATERIAL SEAM TYPE:

DATE TESTED


SAMPLE NUMBER

SPEC.

n

PEEL MAXIMUM MAXIMUM SEJIM LOCUS PASS

THICKNESS TENSION STRESS SEPARATION OF OR (mi!) (p£i) (pjO (%)_ FAILURE FAIL*

SHEAR

THICKNESS (mil)

MAXIMUM TENSION

(EEil STRESS

_(M_

ELONGATION LOCUS PASS AT BREAK OF OR

<%) FAILURE FAIL* >100 B P >100 B P >100 B P >100 B P >100 T P

GEOSYNTEC:

CLIENT: DS-7RETEST

PASS

1. 2. 3. 4. 5.

MEAN S.I).

N/R N/R N/R N/R N/R N/R 28.9 28.7 29.1 28.8 29.0 28.9 0.2

66.2 55.7 68.6 65.0 69.5 65.0 5.5

N/R

I I I I I I I NOTE. See Technical Notes page for explanation of abbreviations * PASS/FAIL SPECIFICATIONS: PEEL > 10.0 lb/in., SHEAR >55.2 lb/in. © 1994 GEOSYNTEC CONSULTANTS


"ALITY ASSURANCE TESTING GEOMEMBRANE SEAM PEEL AND SHEAR TEST RESULTS


GEOSYNTEC JOB NO.

ECKENFELDER. INC. 9117 CELL NO. 1 MR. PAUL MUTCH FLQ5652

MATERIAL: SEAM TYPE:

DATE TESTED


PEEL SHEAR SAMPLE NUMBER

SPEC. tt

THICKNESS (mil)

MAXIMUM TENSION

(PPi)

MAXIMUM STRESS

(psi)

SEAM SEPARATION

(%)

LOCUS OF

FAILURE

PASS OR

FAIL* THICKNESS

(mil)

MAXIMUM TENSION

(PPi)

MAXIMUM STRESS

(psi)

ELONGATION AT BREAK

(%)

LOCUS OF

FAILURE

PASS OR

FAIL*

GEOSYNTEC: I . 28.4 16.2 N/R 100 P P 28.3 55.3 N/R >100 T P

2. 28.4 16.0 100 P P 28.1 57.2 >100 T P

CLIENT: 3. 28.5 13.4 100 P P 28.0 65.6 >100 T P

DS-8 4. 28.1 17.5 100 P P 27.9 65.0 >100 T P

5. 28.4 13.6 100 P P 28.5 55.8 >100 T P

MEAN 28.4 15.3 28.2 59.8

PASS S.I). 0.2 1.8 0.2 5.1


2. 29.0 14.5 100 P P 28.9 54.4 >100 T F

CLIENT: 3. 28.6 12.6 100 P P 29.0 57.5 >100 T P

DS-9 4. 28.3 13.4 100 P P 28.6 62.6 >100 T P

5. 28.5 13.5 100 P P 28.5 57.3 >100 T P

MEAN 28.6 13.2 28.7 58.6

PASS S.I). 0.3 0.9 0.2 3.3


2. 29.0 13.2 100 P P 29.3 59.2 >100 T P

CLIENT: 3. 29.2 14.1 100 P P 28.9 56.6 >100 T P

DS-IO 4. 29.8 15.8 100 P P 29.1 61.9 >100 T P

5. 29.0 17.0 100 P P 29.3 54.4 >100 T F

MEAN 29.3 15.2 29.1 58.6 - PASS S.I). 0.3 1.6 0.2 3.1

CB

A

i

1 o l

f ft

1 l

J

NOTE: See Technical Notes page tor explanation of abbreviations. * PASS/FAIL SPECIFICATIONS: PEEL >I0.0 lb/in., SHEAR >55.2 lb/in. © 1994 GEOSYNTEC CONSULTANTS

JALITY ASSURANCE TESTING GEOMEMBRANE SEAM P E E L AND SHEAR TEST RESULTS


GEOSYNTEC JOB NO.

ECKENFEWER. INC. 9II7CEUNO. I MR. PAUL MUTCH FLQ5652


DATE TESTED

POLYVINYL CHLORIDE ADHESION 05/02194

PEEL SHEAR SAMPLE SPEC.

ELONGATION LOCUS PASS NUMBER tt MAXIMUM MAXIMUM SEAM LOCUS PASS MAXIMUM MAXIMUM ELONGATION LOCUS PASS NUMBER THICKNESS TENSION STRESS SEPARATION OF OR THICKNESS TENSION STRESS ATBREAK OF OR

(mil) (PPO (psi) <%) FAILURE FAIL* (mil) (PPi) (psi) <%) FAILURE FAIL*


2. 28.5 16.2 100 P P 28.9 68.6 >100 B P

CLIENT: 3. 28.6 15.9 100 P P 29.2 55.1 >100 T F

DS-1I 4. 28.9 17.9 100 P P 29.3 59.9 >100 T P

5. 29.1 17.9 100 P P 28.1 56.1 >100 T P

MEAN 28.8 16.7 28.8 59.8

PASS S.D. 0.2 1.1 0.5 5.3


2. 29.1 15.9 100 P P 29.1 63.2 >100 T P

CLIENT: 3. 28.8 17.3 100 P P 28.9 62.6 >100 T P

DS-12 4. 29.0 24.2 100 P P 29.3 71.5 >100 B P 5. 29.1 25.3 100 P P 29.0 56.2 >100 T P

MEAN 29.0 19.9 29.2 63.8

PASS S.D. 0.1 4.5 0.2 5.5

GEOSYNTEC: 1. 28.7 16.2 N/R 100 P P 28.8 54.4 N/R >100 T F

2. 28.9 15.2 100 P P 29.3 56.8 >100 T P

CLIENT: 3. 29.1 15.5 100 P P 28.7 57.9 >100 T P

DS-13 4. 29.3 15.5 100 P P 28.1 58.0 >100 T P 5. 29.5 16.0 100 P P 28.5 62.9 >100 T P

MEAN 29.1 15.7 28.7 58.0 PASS S.D. 0.3 0.4 0.4 3.1

NOTE: See Technical Notes page tor explanation ot abbreviations. • PASS/FAIL SPECIFICATIONS: PEEL >10.0 lb/in., SHEAR >55.2 lb/in. © 1994 GEOSYNTEC CONSULTANTS


JALITY ASSURANCE TESTING GEOMEMBRANE SEAM PEEL AND SHEAR TEST RESULTS


GEOSYNTEC JOB NO.

ECKENFEIDER. INC. 9117 CELL NO. I MR. PAUL MUTCH FLQ5652

MATERIAL: SEAM TYPE:

DATE TESTED.


SAMPLE NUMBER

SPEC.

n

PEEL SHEAR SAMPLE NUMBER

SPEC.

n MAXIMUM MAXIMUM SEAM LOCUS PASS THICKNESS TENSION STRESS SEPARATION OF OR

(mil) (ppi) ' (psi) (%) FAILURE FAIL*

MAXIMUM MAXIMUM ELONGATION LOCUS PASS THICKNESS TENSION STRESS ATBREAK OF OR

(mil) (ppi) (psi) (%) FAILURE FAIL*

GEOSYNTEC:

CLIENT: DS-14

l . 2.

3.

4.

5.

28.5

28.7

27.9

28.2

28.0

15.7

16.4

16.5

15.7

14.1

N/R

o o

o o

o o

o o

o o

A

A

A

A

A

P P P P P

P P P P P

27.8

28.2

27.5

28.0

28.4

62.6 "

66.7

57.6

54.5

55.8

N/R

o o

o o

o o

o o

o o

A

A

A

A

A

1—

CD

I—

1—

1—

P P P F P

PASS

MEAN 28.3 15.7 28.0 59.4

PASS S.D. 0.3 1.0 0.3 5.1

!

; i : i

i

NOTE: See Technical Notes page for explanation of abbreviations. * PASS/FAIL SPECIFICATIONS: PEEL > 10.0 lb/in., SHEAR >55.2 lb/in. © 1994 GEOSYNTEC CONSULTANTS

I

GEOMEMBRANE

NON-DESTRUCTIVE SEAM TESTING

MOVER L A N D F I L L 1 2 1 3 6 3 0 9 6 0 9 P.B6

geomembrane air/vacuum test record

project no. f ^ t l ----- projects J ^ . J ^ r ^ . S r ^

project location . J B & J U ^ ^

vacuum box no. . m a k e — model _. —

air testing i n t e r v a l t« t r / in i™ * ™ P**5*™ '

^J^2._, JKflo^-.- ^ofji... kts_ ifc&X

vacuum testing •m Intei tested

«^mw«ru.i tast-rtfum* tastMKw testftlur* fapairtfiU ictest location 4R0. - •pprova

inspected by d * t e

CBA 0 0 5 1 0 4 4

project no. 9V /S? . project name . C g z . t . C ^ f f / ^ . Q ^ x ^ r y ^ v

project location 7 # M S . RM&Z. /y.y£ ,2 /<£A.- .£ .^ i&.^

vacuum box no. make model

air testing seam interval tester's name time psi pass/fail date

tested

tf-^. C, AS/imfS&. S-.<=>.<=?....4?.hrX. ?.$>..<.. • ,$/z./?y.

,S:.&. <?.,. ^:<i..«?.Cr.<A.o €l.°?...4*&\. ..<^r?...p.S../ E.^.f.f.

C 7 c....*/d./zes..s.<?. 8'.°.-?.jkM. g.<?....psJ, H^.£ s

7-B. a.,.s>s*e..c..<.j.<?. €.L?.?..fi.lA. ?'-±l >7j,/fy

vacuum testing seam Interval tester's name test failure test failure repair date retest

tested location no. approval

inspec ted by date

CBA 005 104!

t ? 0 * d

1 • tt I

flap

i!

i

I

4 #


project no. 9M&~~ Ca^Jf

project location ....m^.....^ ^ GJU&LUB^^

vacuum box no. make model

air testing seam Interval

tasted tester's name time pass/fall date

-$S^.~l....£.-.3

$sZc*&££—3kz.fjf...

£.j*fi«&&£*°

£LJUSu6*&- £ & £ 3 L L - - E f i £ I —

ZLSSLAJS*- JR°££JL

vacuum testing seam Interval

tested tester's name testfelkre

location test Mure repair date vetest

410. approval

inspected by date

CBA 005 104A

fjme psi pass/tall ' date air testing

seam interval tester's name tasted » / /

^ ^ , . f - 4 J S ^ . ^ . < ^ - a s * « _

vacuum testing i •«^«'«n»nv> testfenure testfaBure repair date letest ««am Interval testefsname ^ J S o J i 410. approval

tested

W ( ^ ^ ^ P ) geomembrane air/vacuum test record

Ha — ^ project no. 1<r7.Sl •- **« M m e a m U ^ O A ^ ^

project location '

vacuum box no. ro*ke__„ mo*1

air testing _ . „ • • » - .

^ S . . . . . . „ „ -

vacuum testing * w i •ocf0/<ri»me test failure testfaBure repair date w t e s L ,

««am Interval tester* name location «o. approval tasted

inspected by date

CBA 005 104£

2-JUL.28 '94 4:01PM CONTI ENV 9085610450 P.2


projoct no.

project location

vacuum box no.

air testing seam interval

tested

..*?.s.ua^.... make

project name

. rr<9.^..MiiS<sn> /4fy

T. m

L..G&/... ./...

A L L .

taster's name

K..*&3if..rx.£!&..

vacuum testing seam interval

tested tester's name

«me pal pass/fall date

test failure test failure repair data ret est location no. approval

inspected by date

CBA 005 1049

APPENDIX F

SOIL DATA

SAND DRAINAGE

LAYER

LABORATORY TEST RESULTS

APR 12 '94 03=05 FRENCHO&oPARRELLODD P.3

• mini . FF>R

V NEW JERSEY INTERAGENCY ENGINEERING COMMITTEE

Standard Soil Aggregate

Gradation Designation 1-7

U.S. Standard Sieve Size Percent Finer By Weight Specif ications Teat Results

1" 100

1/2" 80-100

No. 8 35-100

NO. 16 25-90

NO. 50 5-50

No. 100 0-8

No. 200 0-2

100 ^

99 ^ 1

92 /

85 S

23

7

5.6

Project: Conti Environmental - Ciba-Geigy Job No.: 94L001B Sample No.: S-2 Date: A p r i l 4, 1994 Source: Bayshore Construction

1

I 0 I!

:,A 005 CBA

mini F P R

F R E N C H ^ P A R R E L L O

P R O J E C T

S U M M A R Y O F L A B O R A T O R Y T E S T R E S U L T S

Coot I Fnyftoouental - Clba (Selgy 94 LOO IB D A T E :

ASSOCIATES. PA

4/Q4

BOfflNG & SAMPLE NUMBER

DEPTH CLASSIFICATION MTUML ma

imams LMHTS «MCoarMto eawrncwioN

UNIT wr

WEMHT r»OF

IflQNC rowEaaurv •n/MCjair/c

s I

1 1 k

si

s a fr

it • ti

I 1 BOfflNG & SAMPLE NUMBER

DEPTH CLASSIFICATION COMTEAT "

% UOVW UMIT

PLASTIC Liwr

BTHEM mm %

UNIT wr

WEMHT r»OF

IflQNC rowEaaurv •n/MCjair/c

s I

1 1 k

si

s a fr

it • ti

I 1

-#«•*-• • m i w Brown ew'f SAND, tcaca t |*»«wl» tracft S i l t — 7 -

- '

S-2

. - . fel low *row> cm f SAND, t race f Rrave l . trace S i l t 7

* -

—7— •

• :• - • • • • -

•

. i

rs o ro OLI

?8 ro "TJ

'<-> IZ

TJ p-TJ

OJ

\ ID

4fr SEE TEST CURVES

From : BAY CONST. 8.SUPPLY CO. INC. PHONE No. : 609 660 0364 Apr. 12 1994 8:22AM P02

mmt.'

TESTWELL CRAIG TESTING LABORATORIES INC. South Jereey Dlvl. lon 066 E. Harding Highway, Maya Lending. NJ 00330 (609) 625-1700

.'.-.Ti. '

Naw t o r * OlvlWOi* 47 Hudaon Straat

0«»'nlna. NY 10M8

a>t4)T»a«ooo

Mprlda Dlvl . lon 7104N.W.SUI 6lr»»l

Miami. Pic*i0»33i»e

Connaatlavt Olvlalo" P.O. Bo« 2.418

panbury.Ct 06810 (»03)T4»Ta»1

N e t K J»r«.y DIvlalAn ' to Paaaalc A»anua

FalrfiaW. NJ 07006

(aoiiaea-asT?

Albany OUIalen 618 Clinton Av6«w* Albany. NY 12206

im)4»*4m

rntia. »n» t t M o tua a .ATU a w o r n • tmmcw w n « • « » ™ ' " ' » » * —* » ' " " " * * A4dr»»» » w i « l » f t ^ « ^ . y »na • * •»«

Client, -s

Hateriali

Teat Ra^ulredl

Bate Vff tafM'.'';!

Lab. So.t

Eey Conetrvctio* C*»**«r

• OjiaLtcy Coqcvpl

Soil aggregate balk eaaple eubmitted by client for laboratory analyaia

goaplelt toad gravel - orange mediua aaoi and gravel

Laboratory analyaia - aoil aggregat* vaefcad gradation

De camber 8, '.'.-199.3

90061

Laboratory td CradatJ Soil Aggregate Washed Cradatioo Analyaia

Sieve Site 2* ' 3/4" Ho. 4 No. 50 Mo. 200

Percent raaalng Sample 1"

100 97.7 79.5 26.5 11.6

alJDOT Space Type I-S_ 100 70-100 30-SO 10-35 5-12

*Notet Saaplf 1 con/em* to HJDOT apace type 1-5.

Respectfully eubnitted.

^ ^ ^ ^ ^ ^ ^ ^ ^ J ^ i j u l O R A T O R l E S . IMC.

Frank C. Craig» Jr. Reported t«j fiM-ent (3)

. .3.

C O M P A C T I O N T E S T

WATER CONTENT, PERCENT OF DRY WEIGHT

F P R

f sRQJCCT: Conti Environmental Ciba Ceigy

4/94

S O U R C E :

T V P t J F I L L . :

T-7 and T-8 _

D E S C R I P T I O N :

Yellow Brown cm+f SAND, trace+f gravel, trace Si l t

T O S T M E T H O D :

ASTH l> 1«7B

B A I M P L E N O . S-2

OPTIMUM WATER CONTENT

MAK- DRY DENSITY 116.5 P .C.F

OPTIMUM WATER CONTENT COM. FOR

MAX. DRY DENSITY CO**. FOR

MAY 20 ' 9 4 09=01 FRENCHD&oPARRELLODD

mini F P R

NEW JERSEY INTERAGENCY ENGINEERING COMMITTEE



Percent Finer By Weight TT s fit-andar* S i ^ v e Size S p e c i f i c a t i o n s TftSt R £ S U l t s

1"

1/2"

No. 8

No. 16

No. 50

No. 100

No. 200

100 10°

80 - 100 99

35 - 100 9 3

25 - 90 89

5 - 5 0 24

0 - 8 6

0 - 2 5

Project: Conti Environmental - Ciba Geigy Job No.: 94L001B Sample No.: S-11L Date: May 17, 1994

MAY 12 '94 05=25 FRENCI-P&oPARRELLOOD P.3

•lllllll F P R


Standard S o i l Aggregate


U. S .» Standard Sieve Size

1"

1/2"

NO. 8 :

NO. 16

NO. 50;

No. 100

No. 200

Percent Finer Bv Weight S p e c i f i c a t i o n s T«»st. Results

100

80-100

35-100

25-90

: 5-50

0-8

! 0-2

Project: Conti Environmental - Ciba-Geigy Job No.: 94L0Q1B Sample No!: S-10I, Date: May 9, 1994

99

98

86

76

18

4

3

MAY 12 ' 9 4 05=25 FRENCI-P&nPARRELLOCO P.4

•mini _ F P R


Standard s o i l Aggregate


TJ.S. Standard Sieve Size Percent Finer Bv Weight S p e c i f i c a t i o n s Test Results

P

i " ; 100 100

1/2" 80-100 99

NO. 8 35-100 94

No. 16 25-90 87

No. 50 5-50 23

No. 100 0-8 6

Np. 200 0-2 5

V

Project: Conti Environmental - Ciba-Geigy Job No.: 94L001B Sample No.: S-9£ Date: May 9, 1994

c> 005 1058

MAY 12 ' 9 4 05=25 FRENCHO&OPARRELLOOD P.5

•ill INI | | P R




U.S*. Standard Sieve Size Percent Finer By Weight Specifications TP.fit-. Results

1" 100 100

1/2" 80-100 98

No. 8 35-100 91

No. 16 25-90 82

No. 50 5-50 19

NO..100 0-8 4

No. 200 0-2 3

Project: Conti Environmental - Ciba-Geigy Job No.: 94L001B Sample No.: S-8L Date: May 9, 1994

MAY 12 ' 9 4 05=26 FRENCHO&dPARRELLOOD P.6

'lllllll | F P R




U.S. Standard Sieve Size Percent F i n ^ r By Weight S p e c i f i c a t i o n s Test Results

1 " 100 100

1/2" 80-100 99

No. 8 35-100 91

No. 16 25-90 82

No. 50 5-50 18

NO. 100 0-8 4

No. 200 0-2 3.5

V

P r o j e c t : C onti Environmental - Ciba-Geigy Job No.: 94L001B Sample No.: S-7L Date: May 9, 1994

CBf > 005 1060

MPY 12 ' 9 4 05=26 FRENCHO&nPARRELLCoo P.7

mini P H


standard S o i l Aggregate


U.S. Standard Sieve Size Percent Finer By Weight Specifications Test Results

1" 100 100

1/2" 80-100 98

NO. 8 35-100 90

NO. 16 25-90 81

No. 50 5-50 19

No. 100 0-8 5

NO. 200 0-2 4

Project: Conti Environmental - Ciba-Geigy Job No.: 94L001B Sample No.: S-6L Date: May 9, 1994

CBA 005 1061

MAY 04 '94 04:00PM C0NTI«_pOppn , nnn P?..3/4

NSW JERSEY INTERAGENCY ENGINEERING COMMITTEE

Standard s o i l Aggregate


Tj. S. standard .sieve Size

1"

1/2"

No. 8

No. 16

No. 50

NO. 100

No. 200

Percent Finer By Weight i f i c a t i o n s Test Results

100

80-100

35-100

25-90

5-50

0-8

0-2

100

98

90

84

25

6

5

Project: Conti Environmental - Ciba-Geigy Job No.: 94L001B Sample No.: S-5 Date: May 3, 1994

r CBA 005 1062

F P R

P R O J E C T :

ASSOCIATES. PA. F R E N C H r ^ P A R R E L L Q

S U M M A R Y O F L A B O R A T O R Y T E S T R E S U L T S Con t l - Ciba Geigy

94L001B D A T E : 5/94

BORING ft SAMPLE NUMBER

DEPTH CLASSIFICATION MATUfML WATIft

CONTENT

%

MTCRKNO LIMITS UNCONPINEO

couwcasiON UNW ORV

WEHMT per

SMCIflO ONMTY

K f t M C U L r r v 1 1 i i

K

X

m 6

X *5

BORING ft SAMPLE NUMBER

DEPTH CLASSIFICATION MATUfML WATIft

CONTENT

% LIQUID LIMIT

PLASTIC LMIT

S T f l C U T«r

STRAM %

UNW ORV

WEHMT per

SMCIflO ONMTY

K f t M C U L r r v 1 1 i i

K

X

m 6

X *5

S-5 Orange Brown cm+SAND, l i t t l e " mf Grave l . tTace S i l t

*

s r *:

s r *:

s r *:

•

-

pP.4/4




U.S. Standard Sieve Size , Percent Finer Bv Weight Specifications Test Results

»

1" 100 100

1/2" 80-100 98

No. 8 35-100 86

NO, 16 25-90 78

No. 50 5-50 20

No. 100 0-8 7

No. 200 0-2 5.5

Project: Conti Environmental - Ciba-Geigy Job No.: 94L001B Sample No.: S-4 Date: April 28, 1994

mini FPR

S90T

P R O J E C T :

F R E N C H ^ P A R R E L L O S U M M A R Y O F L A B O R A T O R Y T E S T R E S U L T S

C o n t i ' Ciba GeipY 94L001B

HUM F P R

F R E N C H , * ; P A R R E L L O

S U M M A R Y O F L A B O R A T O R Y T E S T R E S U L T S

P R O J E C T : Cont i - Ciba Geigy 94L001B D A T E :

ASSOCIATES. PA

BORING a SAMPLE NUMBER

DEPTH CLASSIFICATION NATURAL WATER

CONTENT

%

ATTERBEFtG LIMITS UNCONFINEC

COMPRESSION UNIT CRY

WEIGHT PCF

SPECIFIC OAAVITY

PERMEABILITY cm/sec. ©20"C C

OM

PA

CT

ION

u M

s

o CO

N S

OL

I •

OA

T I

ON

-1 4 M < s

« o 6

X a

OR

GA

NIC

C

ON

TE

NT

BORING a SAMPLE NUMBER

DEPTH CLASSIFICATION NATURAL WATER

CONTENT

% LIOUI0 LIMIT

PLASTIC LIMIT

STRESS T S F

STRAW %

UNIT CRY

WEIGHT PCF

SPECIFIC OAAVITY

PERMEABILITY cm/sec. ©20"C C

OM

PA

CT

ION

u M

s

o CO

N S

OL

I •

OA

T I

ON

-1 4 M < s

« o 6

X a

OR

GA

NIC

C

ON

TE

NT

S-6 L Yellow Brown cm+f SAND, l i t t l e" mf Gravel, trac.s S i l r 6

*

S-7 L Yellow Brown cm+f SAND, trace"1" mf Gravel, trace'Si l t k

S-8 L Yellow Brown c m

+ f SAND, l i t t le" mf Gravel. trace's* 11- 5 ft

S-9 L Yellow Brown cm+f SAND, trace"1" mf Gtraval, trace S i l t ''" " - 12

* .....

S-10 L Yellow Brown cmf SAND, l i t t l e mf Gravel, trace S i l t 7 90 7.0X10 - 2

S-l'J Yellow Brown cm+f SAND, l i t t l e" mf Gravel, trace S i l t

•i

S-2U Yellow Brown cm+f SAiVD, trace"1" mf Gravel, trace S i l t

it

— — — —

-0

I i i

SEE TESMRVES/TAGLES

SUBSOIL LAYER

LABORATORY TEST RESULTS

APR 12 ' 94 03=05 FRENCHO&DPARRELLODD

mini F P R

MEW JERSEY INTERAGENCY ENGINEERING COMMITTEE

Standard Soil Aggregate Gradation 1-4

n.g. standard sieve Size PAygftnt rin»r *y Weight gpAeifleationa Test Results

2" 100 100

1" 60-100 100

1/2" 40-100 100

No. 4 25-100 100

No. 8 20-100 99

No. 16 15-85 85

No. 50 8-45 23

NO. 200 5-10 5.

Project: Conti Environmental - Ciba Geigy Job No.: 94L001B Sample No: S-2 Date: April 4, 1994 Source: Bayshore Construction

CBA 005 1068

MAY 12 ' 9 4 05 :27 FRENCHD&OPARRELLOOO P.9

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Standard S o i l Aggregate Gradation 1-4

U.S. Standard Sieve Size : Percent Finer By Weight s p e c i f i c a t i o n s TP^T: Results

2" 100

1" 60-100 100

1/2" 40-100 99

No. 4 25-100 95

NO. 8 20-100 92

NO. 16 15-85 83

NO. 50 8-45 22

NO- 200 5-10 5

Project: Conti Environmental - Ciba Geigy Job No.: 94L001B Sample No: S-1U Date: May 9, 1994

V CBA 005 1069

MAY 12 ' 94 05=26 FRENCHD&OPARRELLOOO P.8

I Willi F P R



U.S. S t a n d a r d Sieve S i z e P e r c e n t F i n e r By Weicrht S p e c i f i c a t i o n s T e s t R e s u l t s

2" 100

1 " 60-100 100

1/2" 40-100 99

No. 4 25-100 95

No. 8 20-100 92

NO. 16 15-85 87

No. 50 8-45 23

No. 200 5-10 4

P r o j e c t : Conti Environmental - Ciba Geigy Job No.: 94L001B Sample No: S-2U Date: May 9, 1994

CBA 00 o 10 70

MAY 20 ' 9 4 09 :01 FRENCHD&DPARRELLODD r . J

mini F P R



Percent Finer By Weight U.S. StanriftT-d sieve Size Specifications Test Results

2" 100

1" 60 - 100 100

1/2" 40 100 98

No. 4 25 - 100 94

No. 8 20 - 100 90

No. 16 15 - 85 85

No. 50 8 - 45 26

No. 200 5 - 10 5

Project: Conti Environmental - Ciba Geigy Job No.: 94L001B Sample No.: S-3U Date: May 17, 1994

LEAK DETECTION STONE

CBA

fPR 22 '94 08=02 MILLINGTON QUARRY P.2

QUALITY ASSURANCE RFPfWT

5/B» SUMMARY

LOCATION: MATERIAL: STONE SIZE:

WEATHER:

SIEVE SIZE

1 INCH 3/4 INCH 1/2 INCH 3/8 INCH #4 #8

MILLINGTON #67

SJ8 INCH

CLEAR

1/21 A i t

100.0 95.3 48.8 24.4 S.8 2.3

DATE: 1/31/94 SAMPLES: 1/21

SPECIFICATIONS

100 90-100

20-55 0-10 0-5

ABSORPTION:

SAMPLED B Y : TESTED B Y :

NOTES: * SAMPLE TAKEN FROM BELT DURING DAILY PRODUCTION. SAMPLE TAKEN FROM SHIPPING FACE OF STOCKPILE

ACCESS ROAD STONE

0 :

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F R E N C H ^ P A R R E L I ^ / ASSOCIATE

CONSULTING ENGINE]

670 NORTH BEERS STREET. I HOLMDEL. NEW JERSEYij

(906)1

December 11, 1991

Ocean county Recycling 1497 Lakewood Road Toms River, NJ 08755

£Attn:

Re:

~ 5 .,.

Mr. Lou Sanzaro

Laboratory Test Results Ocean County Recycling FPA N o . 9:>T.nfi5ACl

•a

Gentlemen: Enclosed are the results of laboratory testing performed on

a sample of proposed NJDOT 1-5 material produced from recycled concrete. The sample was taken by a representative of our firm on December 3, 1991 for grain size analysis.'

£ Sample No. 1 is classified as a coarse to fine gravel with a medium amount of coarse to fine sand (39.1%) and a small amount of s i l t (4.1%). This,material meets the gradational re-"•**} quirements for NJDOT dense graded aggregate.

We thank you for the opportunity to be of service to you. If you have any questions, please feel free to call.

Very truly yours,

FRENCH & PARRELLO ASSOCIATES, P.A.

>^^2J^——• David I . Calnan, P.E« Laboratory Manager

^ p i c / c l t ;• Kit- ;

•*"Enclosures

>•* • • i

CBA O05 1 0 7 b

GEOTECHNICAL . G60-ENVIRONMENTAI • HYDROGCOLOGlCAL • FIELD SERVICES • CIVIl/STRUCTURAL • LABORATu

U . 5 . ' S T A N D A R D S I E V E N U M B E R

10 • 5.0 "O 0.9 01 G R A I N S I Z E IN M I L L I M E T E R S

a ci o.o:s

BURVGSTER C O D B L S 8 1 1 O R A V I L •

1 1 S A N O S l U T C f l C L A Y

CLASSIFICATION C O D B L S 8

e i m , i c , IT* , I

762 3ia.

25.4 I In.

9-12 a/t In.

2.0 NSJ. O

039 30

025 60

0.074 200

MiUifljeltl* Sievtt

NEW JERSEY INTERAGENCY ENGINEERING COMMITTEE DENSE GRADED AGGREGATE

. Ocean County Recycling

' • J ' ' • l i . ' ' . - ' -

• r

> FRENGr- fePARRELLO ... f - . • CST • •• j . ASSOCIATES. PA

.. .,_ STANDARD S I E V E N U M B E R t° 'i-i£" i° iv •/»* . 1/4" « « • 10 a it zo » *o so » IOO MO ZOO zro oo

rr

I0»> 903 :1ft.: L O 10 0.9 0.1

G R A I N S I Z E IN M I L L I M E T E R S aot . 0.009

BUSVJSTER CLASSIFICATION

762 3 in. lift. V t In.

- r*

• 2.0 0.59 0.25 0.074 Milirmtlcri' *'> Has. B 50 60 200 Sitvti j" r

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ID

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GJ CC ui 01 a: < o u h

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1 ^ 1 ( ' '•-I.'"- ••• C O B B L I t S A N D SIUT OR . CL.AY

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NEW JERSEY INTERAGENCY ENGINEERING COMMITTEE STANDARD SOIL AGGREGATE GRADATION DESIGNATION 1 1-5

Ocean Cnnntv R c c y n H n y

««>••-H A D A T I DIM ^ C U R V E S

ASSOCIATES PA

STJBGRADE ACCEPTANCE CERTIFICATE

i

CERTIFICATE OF ACCEPTANCE

OF SOIL STJBGRADE

Project Name Ciba-Geigy Cell No. 1 Capping System

Project No. 94159

Location Toms River. New Jersey

I n s t a l l a t i o n Conti Environmental. Inc.. Contractor Representative Leonard Nicaretta. Project Engineer

Area t o be Accepted

Cell No. 1 Subgrade

I , the undersigned, duly authorized representative of the i n s t a l l e r , do hereby accept the s o i l subgrade surface conditions and s h a l l be responsible f o r maintaining i t s i n t e g r i t y and a s u i t a b i l i t y i n accordance with the specifications. I do not accept any r e s p o n s i b i l i t y f o r the conditions or character of the subsurface s o i l , or any eff e c t s the subsurface s o i l might have on the l i n e r system.

/ I J ^ - A J C £ & Project Engineer ^ / z o / ? * / caretta / ' Leonard/Nicaretta

Signature T i t l e Date

•1080

APPENDIX G

LEACHATE FORCEMAIN HYDROSTATIC TEST RESULTS

HYDROSTATIC TEST REPORT

Date of Test 5

Line(s) under Test £ e / / ^ / / € # c / a £ e C / S //#<__

construction documentation report, new capping system for

Documents